To see the other types of publications on this topic, follow the link: Machine Foundation.
Dissertations / Theses on the topic 'Machine Foundation'
Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles
Consult the top 50 dissertations / theses for your research on the topic 'Machine Foundation.'
Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.
You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.
Browse dissertations / theses on a wide variety of disciplines and organise your bibliography correctly.
1
Liu, Dilectiss Di Sheng [Verfasser]. "Machine Philosophy - A Foundation of Philosophical Methodology / Dilectiss Di Sheng Liu." Tübingen : Universitätsbibliothek Tübingen, 2021. http://nbn-resolving.de/urn:nbn:de:bsz:21-dspace-1184779.
Full text
2
Hammond, Alisha M. "Establishing a quantitative foundation for exactly constrained design /." Diss., CLICK HERE for online access, 2004. http://contentdm.lib.byu.edu/ETD/image/etd326.pdf.
Full text
3
Neto, Edgard Sant'Anna de Almeida. "Introdução a analise dinâmica de fundações de máquinas." Universidade de São Paulo, 1989. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-08122003-082155/.
Full textAbstract:
Este trabalho apresenta conceitos e procedimentos que devem ser considerados na análise dinâmica de fundações de máquinas. São discutidas as abordagens e os métodos de cálculo à disposição dos engenheiros, assim como os fatores que influenciam a escolha e o desenvolvimento de modelos matemáticos adequados. Três tipos diferentes de fundação (fundações em bloco rígido, fundações de martelos e fundações aporticadas) são examinados, e são utilizados exemplos para demonstrar a eficácia de técnicas simples de modelagem.This paper presents concepts and procedures necessary to the dynamic analysis of machine foundations. Analytical approaches available to the designer, and factors which influence the choice and development of a suitable analytical model are discussed. Three different foundations (block foundations, hammer foundations and framed foundations) are examined and examples are given to demonstrate the effectiveness of simple modeling techniques.
4
Macejka, Andrej. "Stacionární drtič železobetonových panelů - analýza dynamických účinků do základů stroje." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2019. http://www.nusl.cz/ntk/nusl-416604.
Full textAbstract:
This diploma thesis is concerned with design and proposal of parameters of drop hammer Davon for crushing of steel reinforced concrete panels with weight of the ram 5 t. The main topic is an emergency condition when there is no crushed material between ram and anvil. The design is established by simulation of an impact by finite element analysis with respect to required ground bearing capacity.
5
Machado, Vinicius Ponte. "Uma arquitetura baseada em agentes para configura??o din?mica de aplica??es inteligentes em ambiente foundation fieldbus." Universidade Federal do Rio Grande do Norte, 2009. http://repositorio.ufrn.br:8080/jspui/handle/123456789/15136.
Full textAbstract:
Made available in DSpace on 2014-12-17T14:54:53Z (GMT). No. of bitstreams: 1
ViniciusPM.pdf: 1794851 bytes, checksum: 2a77c7f1b263be186ffa64cbc38b4cc3 (MD5)
Previous issue date: 2009-12-11Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior
The industrial automation is directly linked to the development of information tecnology. Better hardware solutions, as well as improvements in software development methodologies make possible the rapid growth of the productive process control. In this thesis, we propose an architecture that will allow the joining of two technologies in hardware (industrial network) and software field (multiagent systems). The objective of this proposal is to join those technologies in a multiagent architecture to allow control strategies implementations in to field devices. With this, we intend develop an agents architecture to detect and solve problems which may occur in the industrial network environment. Our work ally machine learning with industrial context, become proposed multiagent architecture adaptable to unfamiliar or unexpected production environment. We used neural networks and presented an allocation strategies of these networks in industrial network field devices. With this we intend to improve decision support at plant level and allow operations human intervention independent
A automa??o industrial est? diretamente ligada ao crescimento da tecnologia da informa??o. Tanto as melhorias em solu??es de hardware quanto o aprimoramento em metodologias de desenvolvimento de software propiciaram o crescimento do controle do processo produtivo ao longo dos anos. Nesta tese, propomos uma arquitetura que permitir? a uni?o de duas tecnologias no ?mbito de hardware (redes industriais) e software (sistemas multiagente). O objetivo de nossa proposta ? unir essas tecnologias em uma arquitetura multiagente para permitir implementa??o de aplica??es inteligentes nos dispositivos de campo. Com isso pretendemos fazer que os agentes possam detectar e apontar solu??es para problemas encontrados no ambiente de rede industrial. Este trabalho ainda alia a aprendizagem de m?quina ao contexto industrial, permitindo dessa forma que a arquitetura de agentes proposta possa se tornar adapt?vel a um contexto de produ??o desconhecido ou inesperado. Para isso, utilizamos redes neurais e mostramos uma estrat?gia para aloca??o destas redes em dispositivos da rede industrial. Pretendemos assim viabilizar uma melhoria no suporte a decis?o em ocorr?ncias no n?vel de planta auxiliando os operadores na detec??o e corre??o de problemas e falhas
6
Eriksson, Jakob, and Patrik Nilsson. "Effektivisering av informationsflöde vid betongpålning." Thesis, Luleå tekniska universitet, Geoteknologi, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-61663.
Full textAbstract:
Produktiviteten inom byggbranschen har länge ansetts som låg och byggbolag i sektorn arbetar för att bli effektivare. Denna rapport syftar till att utreda hur informationsflödet vid grundläggning av betongpålar kan effektiviseras. Studien utgår ifrån Skanska Sverige ABs region Skanska Grundläggning som bland annat bedriver betongpålningsverksamheten inom företaget. För att skapa en förståelse för informationsflödet inom verksamheten behövde författarna kartlägga de befintliga arbetssätten som används idag. Målsättningen var sedan att utifrån det nuvarande tillståndet formulera ett framtida tillstånd med en ökad effektivitet i informationsflödet. Inom byggsektorn implementeras BIM på bred front och detta arbetssätt utreds i rapporten som en möjlighet till ett förbättrat informationsflöde. För att kartlägga betongpålningsproduktionen inom företaget har metoden värdeflödesanalys använts. Metoden är ett sätt att kartlägga en specifik process, där produkten som kunden vill ha följs. Analysen har sitt ursprung från Toyotas arbetssätt som idag benämns som lean. Kartläggningen av betongpålning i rapporten hade sin start vid transport från fabrik och slut vid när pålen lämnats över till kunden. I kartläggningen följer författarna materialflödet samt informationsflödet knutet till materialet under förädlingsprocessen. Insamlingen av data till kartläggningen gjordes genom en intervjustudie och en observationsstudie. För att förstå möjligheten till implementeringar utfördes även en enkätstudie och intervjustudie, angående utnyttjandet av BIM inom Skanska Grundläggning. Användningen av BIM inom organisationen skiljde sig mellan de olika yrkesgrupperna, tjänstemän och yrkesarbetare. Enkätstudien utfördes på fem projekt i Stockholmsområdet. Bland tjänstemännen arbetade 8 av 19 med BIM varje vecka eller oftare medan 16 av 17 yrkesarbetare aldrig arbetat med BIM. Resultaten till värdeflödesanalysen var hämtade från två projekt, FSE 105 Betongtunnel Kungens kurva och Trafikplats Vega. Utifrån resultaten formulerades två förbättringsområden, där utsättning genom maskinstyrning var det ena och digitalisering av dokumentation var det andra. Implementeringen av GPS-styrning på pålkranar behöver inte lång tid för att löna sig ekonomiskt. Utifrån resultaten kan ca 170,000 SEK sparas per år och maskin om maskinstyrning implementeras, samt att det finns ytterligare positiva effekter som framkommit men inte uppmäts i denna studie. Det finns dock hinder i användarvänligheten och tekniken kräver idag manuell handpåläggning i vissa moment. För utvecklingen av BIM hos medarbetarna finns stora vinster genom förenklade informationsflöden men också svårigheter eftersom en stor del av medarbetarna idag blir hindrade av tekniken.Productivity in the construction industry has for a long time been considered as low compared to other industries. The construction industry has started to adapt strategies that have been successful in other industries to increase the productivity. This report aims to examine how the information flow during foundation of concrete piles can be more efficient. The study is based on Skanska Sweden AB for the region of Skanska foundation. Concrete piling is one of the foundation activities that Skanska foundation performs. To create an understanding about the information flow, the authors had to identify the existing working method that was used today. The aim was then based on the current state to formulate a future state with a greater efficiency in the flow of information. BIM has begun to be implemented as a working method in the construction sector and have therefore been investigated in the report as an opportunity for an improved flow of information. To identify the production process for concrete piling within the company the authors have used value stream mapping. The method is a way of mapping a specific process, where the product that the customer wants is followed. The analysis originating from Toyotas method which today is referred to as lean. The mapping of concrete piling started from the transport of the factory to the pile was handed over to the customer. During the mapping the authors follows the material flow and the information flow related to the material during the process. The collection of data for the value stream mapping was done based on interviews and observations. To understand the possibility of implementations carried out a questionnaire and interviews, regarding the use of BIM in Skanska foundation. The use of BIM within the organization differs between the different professional groups, civil servants and skilled workers. The questionnaire survey was conducted on five projects in the Stockholm area. Among civil servants eight of 19 worked with BIM weekly or more often, while 16 of 17 skilled workers never had worked with BIM at all. The results of value stream analysis were collected from the two projects, the FSE 105 Concrete tunnel at Kungens kurva and interchange Vega. Based on the results the authors have formulated two areas of improvements. The first improvement is about release measuring through machine control and the second are about digitization of documents. Implementation of machine control on a pile driver does not need a long time to pay off financially. From the results, about 170,000 SEK can be saved per year and machine if machine control would be implemented on the pile drivers. There are more positive effects that have been observed during the study but these effects have not been measured. However, there are obstacles in the usability and technology today that require manual intervention at certain stages. For the development of BIM among the employees there are great gains through simplified information flow. With that there comes difficulties since a large proportion of employees is hindered by technology.
7
Bhat, Sooraj. "Syntactic foundations for machine learning." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/47700.
Full textAbstract:
Machine learning has risen in importance across science, engineering, and business in
recent years. Domain experts have begun to understand how their data analysis problems
can be solved in a principled and efficient manner using methods from machine learning,
with its simultaneous focus on statistical and computational concerns. Moreover, the data
in many of these application domains has exploded in availability and scale, further underscoring the need for algorithms which find patterns and trends quickly and correctly.
However, most people actually analyzing data today operate far from the expert level.
Available statistical libraries and even textbooks contain only a finite sample of the possibilities afforded by the underlying mathematical principles. Ideally, practitioners should
be able to do what machine learning experts can do--employ the fundamental principles to
experiment with the practically infinite number of possible customized statistical models as
well as alternative algorithms for solving them, including advanced techniques for handling
massive datasets. This would lead to more accurate models, the ability in some cases to
analyze data that was previously intractable, and, if the experimentation can be greatly
accelerated, huge gains in human productivity.
Fixing this state of affairs involves mechanizing and automating these statistical and
algorithmic principles. This task has received little attention because we lack a suitable
syntactic representation that is capable of specifying machine learning problems and solutions, so there is no way to encode the principles in question, which are themselves a
mapping between problem and solution. This work focuses on providing the foundational
layer for enabling this vision, with the thesis that such a representation is possible. We
demonstrate the thesis by defining a syntactic representation of machine learning that is
expressive, promotes correctness, and enables the mechanization of a wide variety of useful
solution principles.
8
Bu, Suhol. "Dynamic boundary element analysis of machine foundations." Thesis, University of Glasgow, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.295386.
Full text
9
Costa, Guilherme Alan Souza. "Análise vibratória de fundações de máquinas sobre estacas." Universidade do Estado do Rio de Janeiro, 2013. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7853.
Full textAbstract:
Fundação Carlos Chagas Filho de Amparo a Pesquisa do Estado do Rio de JaneiroA análise de fundações sob solicitações dinâmicas é algo sempre presente em projetos na área industrial. É um campo pouco explorado na área de engenharia geotécnica, onde existem relativamente poucas informações no Brasil, de maneira geral. O método mais comum de realizar essas análises é a simplificação de modelos estruturais a partir do uso de molas. Sabe-se que esses coeficientes de reação têm uma variação relativamente grande e que esse enfoque de projeto pode, em alguns casos, mostrar-se contra a segurança ou levar a superdimensionamentos desnecessários. Verifica-se, então, a necessidade de uma avaliação mais criteriosa, utilizando a interação solo x estrutura, onde as molas comumente utilizadas nas análises vibratórias convencionais são substituídas pela rigidez real do solo quando concebido como um meio contínuo, através de sua discretização pelo método dos elementos finitos. A presente dissertação analisa o problema através do módulo de dinâmica do programa Plaxis 2D. Neste tipo de análise, além da modelagem do solo como um meio contínuo, torna-se possível introduzir condições de contorno específicas ao problema em estudo, múltiplas camadas de solo, sejam horizontais ou inclinadas, além da introdução de amortecedores capazes de evitar a reflexão espúria das ondas incidentes nos limites da malha de elementos finitos e assim modelar mais adequadamente a perda de energia por radiação. A presente dissertação compara medições experimentais e soluções eficientes de métodos vibratórios clássicos com a resposta obtida pelo MEF, mostrando resultados bastante satisfatórios tanto pelos métodos clássicos quanto pelo MEF.
The foundation analysis by dynamic solicitations is always present in industrial projects. It is an area which is poorly explored in geotechnical engineering and there are few information about this subject in Brazil, in general. The most common method to realize this analysis consists in simplifies structural models by using springs. It is known that these reaction coefficients have a large range of variation and this projects focus can, in some cases, be against the safety side or lead to unnecessary over designs. This proves the necessity to do a more criterious evaluation by using the interaction soil x structure where the springs usually used in common vibration analysis are replaced by the real stiffness of soil when designed as a continuous medium through its discretization by finite element method. This present dissertation analyzes the problem through the dynamic modulus of the software PLAXIS 2D. In this sort of analysis, besides the modeling of soil as a continuous medium, it becomes possible to introduce specific boundary conditions associated to the studied problem, multiple soil layer, that can be horizontals or inclined, in addition to the introduction of dampers able to avoid the spurious reflection of incident waves on the boundary of finite element mesh and then to model more efficiently the energy loss by radiation. This present dissertation compares experimental measurements and efficient solutions of classical vibration methods with the response obtained by FEM, showing results quite satisfactory both by classical methods and by FEM.
10
Mbawala, Silipius Joseph. "Behaviour of machine foundations subjected to vertical dynamic loading." Thesis, University of Pretoria, 2015. http://hdl.handle.net/2263/56087.
Full textAbstract:
The vertical dynamic behaviour of machine foundations subjected to vertical dynamic loading
was investigated for surface and embedded foundations. The responses of these machine
foundations were determined using analytical and numerical solutions ranging from simple to
complex. An accurate prediction of impedance functions for the foundation system is a key step
in the design procedures. The prediction accuracy depends on how close the modelling
procedures are to reality. The subject of soil dynamics is complex. At times, the choice of the
analysis model is based on the experience of the engineer with the model. The chosen model
may or may not result in an optimal, efficient, and accurate design.
The current advancement in manufacturing technology calls for machine foundation systems
with high performance, availability and reliability. The analysis and design of such complex,
large and sensitive machine foundations requires good understanding of their dynamic
behaviour.
The aim of this thesis is to investigate and evaluate the most accurate analytical and numerical
models for determining the dynamic behaviour of surface and embedded machine foundations.
Surface and embedded footings were cast at the experimental station at the University of
Pretoria. The vertical dynamic behaviour of these foundations was determined by vertical
harmonic loading. The measured impedance functions were compared with predicted responses
obtained from analytical solution of the Winkler model, elastic half-space theory, simplified
Lysmer (1965) model, Veletsos and Verbic (1973) models, the Dyna5 program and numerical
solution of finite element method (Abaqus). The dynamic responses of the surface foundation
predicted by the analytical solution proposed by Veletsos and Verbic (1973) soil with mass,
compared reasonably well with the results obtained from field-measured data. The measured impedance functions of the embedded foundation were compared with the
predicted results ascertained using the analytical solution proposed by Novak and Beredugo
(1972), Dyna5 program and numerical solution of the finite element method (Abaqus). It is
shown that embedment increases stiffness, natural frequency, natural frequency ratio, and
damping ratio. The embedment reduces resonant amplitude, resonant amplitude ratio and has an
insignificant effect on resonant frequency and resonant frequency ratio. The measured dynamic
responses compared favourably with the results predicted by the finite element method
(Abaqus).
The conclusion is that the analytical model proposed by Veletsos and Verbic (1973) soil with
mass, and the finite element method (Abaqus) can be used to accurately predict the dynamic
response of surface and embedded machine foundations respectively.Thesis (PhD)--University of Pretoria, 2015.
tm2016
Civil Engineering
PhD
Unrestricted
11
Templin, Carl S. "Dismantling the War Machine: The Existential Foundations of Peace." University of Toledo / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1289962133.
Full text
12
Holley, Julian. "Oneiric Machine Learning : The Foundations of Dream Inspired Adaptive Systems." Thesis, University of the West of England, Bristol, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.495516.
Full textAbstract:
Artificial adaptive systems inspired or derived from neuro-biological components and processes have shown great promise at several levels. One behaviour required for the continuous functional operation of advanced neuro-biological systems is sleep. A definitive function or purpose for sleep and of the associated phenomenology such as dreaming, remains elusive. Correspondingly there remain many unresolved issues within the domain of artificial learning systems. One such aspect that largely remains intractable is the management of experiences once learned and encoded. This is the general problem of developing a persuasive explanation or scalable strategy for the contiguous organisation of internal representation and memory within finite resources; it is from this parallel perspective in which this research is set. This research is an exploration into the cognition of sleep and dreaming in humans and animals. Positioned between sleep & dreaming research and the machine learning domain, this thesis reports on an approach to improve the latter by formulating theories emerging from the former. Recent research investigating the responsibility of sleep processes in modifying memory have shown that for the avian and mammalian brain sleep plays an important role in long term cognitive development. A set of observations are created from the current understanding of both the benefits of sleep and the processes involved, including dreaming. From these observations the first contribution of this thesis is presented; several proposals for the cognitive benefits of sleep and dreaming in aspects of perception, consolidation, scalability, generalisation and representational conceptualisation. Previous research has investigated some aspects of sleep and dreaming in relation to machine learning. These have been positioned at two extremes of the machine learning paradigm; low level, emergent behaviour of artificial neural networks or high level, directed behaviour of symbolic artificial intelligence. This is the first report of direct research into the translation of the benefits by analogous mechanisms of sleep and dreaming at a level in-between earlier research. This combination is characterised by creating a foundation for a new genre of artificial learning strategies derived directly from sleep and dream phenomenology, Oneiric Machine Learning.! Anticipatory classifier systems (ACS) represent a niche group of machine learning systems derived from the established machine learning field of learning classifier systems (LCS). ACS are capable of latent learning; learning for the reward of learning and subsequently creating an internal generalised model of the environment. This feature aligned within the LCS framework provides an ideal developmental template. A review of the latent learning background and ACS algorithmi~. detail sets the basis for several applications illustrative of the Oneiric Machine Learning approach. Empirical evidence demonstrates how an adapted ACS system can exploit a dreamlike emergent thread based on an incomplete, generalised model of the environment to reduce the number of real actions required to reach model competency. Conceptual solutions to restrictions limiting the role to which ACS/LCS systems can represent some aspects advocated by Oneiric Machine 'Learning are presented. In mitigation of these restrictions, two novel prototype systems are described; the first introduces a method of implicitly managing state generalisation by the building of concept links into the classifier rule. The second illustrates automatic state alias triggered state augmentation and off-line resolution. Although remaining under development 1 Oneiric: of or relating to dreams or dreaming. Adapted from Oneiric Behaviour (Jouvet, 1979) used to describe rapid eye movement (REM) sleep re-animation. results in these new directions present plausible systems level architectures that are in part experimentally demonstrated. Novel solutions are presented to structural and procedural problems that promote the future development of cognitive systems within the LeS framework setting a direction for future studies.
13
Myers, Alan. "The effect of concrete foundations and machine thermal conditions on the accuracy of large machine tools." Thesis, University of Huddersfield, 2017. http://eprints.hud.ac.uk/id/eprint/34454/.
Full textAbstract:
This thesis comprises of eighteen publications which describe research work which has been carried out into two aspects regarding the accuracy of large machine tools. The first six papers discuss the concrete foundations on which the machines are supported and the remaining twelve papers describe the consequences of thermal effects on machines. The publications are all ones of joint authorship, with the candidate being one of the named authors. Manufacturing industry and the precision requirements of large machine tools: The thesis reviews the range of errors and their causes that effect large machine tools and then specifically addresses what are considered to be two of the most significant contributors to these inaccuracies, namely those caused by the concrete foundations which support the machines and those caused by thermal effects. Both can cause problems that can be very difficult and extremely expensive to resolve. After a concrete foundation has been cast, if it is found to be inadequate it cannot, of course, be easily modified and thermal effects such as environmental temperature changes for instance can require the use of factory air conditioning systems which are expensive to install, operate and maintain. The publications included in the thesis show a systematic contribution to significantly improving the accuracy of large machine tools with respect to the two mentioned subjects. Modern components: Components used in modern equipment such as cars, trains, aircraft, robots, household appliances etc. require good functionality, reliability, long life, light weight etc. A significant contributor to these requirements is the high degree of precision [1] that these components are manufactured to in terms of their dimensions, form and surface finish. Production of virtually all of these components is achieved either directly or indirectly by use of machine tools. Therefore the machine tools need to perform extremely accurately, even more so than the components they produce since other factors such as fixtures, tooling etc. cause additional inaccuracies. Machine tool Accuracy: To achieve high accuracy performance, the machines need to move in a precise manner in terms of their straightness of movement, positional accuracy, rotational orientation and the relationship of one axis to another etc. It is also important that the accuracy is repeatable in order to guarantee the level of performance at all times. Large machine tools: Large machine tools can weigh hundreds of tonnes, have traverses of eighty metres length or more and are used for machining a vast variety of components such as nuclear reactor vessels, marine diesel engines, valve bodies, rolls for steel mills, aircraft wing components such as skins, ribs, stringers and spars and large undercarriage components. Foundations: Because the machines being considered are large and heavy their influence on the concrete foundations that support them is considerable and as a machine moves through its traverses the position of the center of gravity changes. The consequence is the foundation changes both shape (bends) and vertical position (sinks and rises). The six foundation papers describe the research and developement of techniques that can be used to ensure the distortions and deflections values are acceptable such that a machine will be capable of performing to its intended functionality. Also described is the research, development and performance testing of a taut wire and optical senors instrumentation for efficiently measuring the change of shape of the foundation. Thermal Effects: The machines and the workpieces they produce, can be constructed from a variety of materials such as steel, aluminium, carbon fibre, concrete etc all of which have coefficients of linear expansion that when subjected to modest temperature changes can result in contractions and expansions that can cause workpiece to cutting tool relative positions to vary more than the workpiece dimensional tolerances. The twelve thermal publications describe the research and developement that has been carried out into machine tool thermal characteristics and the positional compensation techniques that have been developed to minimise the resulting positional errors. Using artifical intelligence methods this has been achieved so successfully that the errors can be reduced by 95%.
14
Tratch, Jorge. "Vibration transmission through machinery foundation and ship bottom structure." Thesis, Massachusetts Institute of Technology, 1985. http://hdl.handle.net/1721.1/15216.
Full textAbstract:
Thesis (Mech.E)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1985.MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.
Includes bibliographical references.
by Jorge Tratch Junior.
Mech.E
15
Vančura, Tomáš. "Nástroje pro automatizaci workflow procesů." Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2008. http://www.nusl.cz/ntk/nusl-217485.
Full textAbstract:
The the thesis deals with tools for workflow processes automation. It describes in general what workflow is. It also briefly describes tools such as MS BizTalk Server, SAP NetWeaver, IBM WebSphere, ORACLE BPEL. The main part deals with Windows Workflow Foundation. This tool is decribed in detail together with its parts workflow runtime, workflow instances and workflow activities. One part of the thesis is a application, which uses all the possibilities of Windows Workflow Foundation.
16
Šifrová, Sláva. "Stavebno technologický projekt bytových domov Zdravie v Hornom Smokovci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240490.
Full textAbstract:
The subject solutions diploma works are objects of apartment buildings II Health in Upper Smokovec. The work is focused on the bottom shell construction based versions of risk analysis. The content of the work are equipment, detailed construction schedule, budget and technical procedures of selected parts of the building.
17
Carpentier, Justin. "Computational foundations of anthropomorphic locomotion." Thesis, Toulouse 3, 2017. http://www.theses.fr/2017TOU30376/document.
Full textAbstract:
La locomotion anthropomorphe est un processus complexe qui met en jeu un très grand nombre de degrés de liberté, le corps humain disposant de plus de trois cents articulations contre une trentaine chez les robots humanoïdes. Pris dans leur ensemble, ces degrés de liberté montrent une certaine cohérence rendant possible la mise en mouvement du système anthropomorphe et le maintien de son équilibre, dans le but d'éviter la chute. Cette thèse met en lumière les fondements calculatoires à l'origine de cette orchestration. Elle introduit un cadre mathématique unifié permettant à la fois l'étude de la locomotion humaine, et la génération de trajectoires locomotrices pour les robots humanoïdes. Ce cadre consiste en une réduction de la dynamique corps-complet du système pour ne considérer que sa projection autour du centre de gravité, aussi appelée dynamique centroïdale. Bien que réduite, nous montrons que cette dynamique centroïdale joue un rôle central dans la compréhension et la formation des mouvements locomoteurs. Pour ce faire, nous établissons dans un premier temps les conditions d'observabilité de cette dynamique, c'est-à-dire que nous montrons dans quelle mesure cette donnée peut être appréhendée à partir des capteurs couramment employés en biomécanique et en robotique. Forts de ces conditions d'observabilité, nous proposons un estimateur capable de reconstruire la position non-biaisée du centre de gravité. A partir de cet estimateur et de l'acquisition de mouvements de marche sur divers sujets, nous mettons en évidence la présence d'un motif cycloïdal du centre de gravité dans le plan sagittal lorsque l'humain marche de manière nominale, c'est-à-dire sans y penser. La présence de ce motif suggère l'existence d'une synergie motrice jusqu'alors ignorée, soutenant la théorie d'une coordination générale des mouvements pendant la locomotion. La dernière contribution de cette thèse porte sur la locomotion multi-contacts. Les humains ont une agilité remarquable pour effectuer des mouvements locomoteurs qui nécessitent l'utilisation conjointe des bras et des jambes, comme lors de l'ascension d'une paroi rocheuse. Comment doter les robots humanoïdes de telles capacités ? La difficulté n'est certainement pas technologique, puisque les robots actuels sont capables de développer des puissances mécaniques suffisantes. Leurs performances, évaluées tant en termes de qualité des mouvements que de temps de calcul, restent très limitées. Dans cette thèse, nous abordons le problème de génération de trajectoires multi-contacts sous la forme d'un problème de commande optimale. L'intérêt de cette formulation est de partir du modèle réduit de la dynamique centroïdale tout en répondant aux contraintes d'équilibre. L'idée originale consiste à maximiser la vraisemblance de cette dynamique réduite vis-à-vis de la dynamique corps-complet. Elle repose sur l'apprentissage d'une mesure d'occupation qui reflète les capacités cinématiques et dynamiques du robot. Elle est effective : l'algorithmique qui en découle est compatible avec des applications temps réel. L'approche a été évaluée avec succès sur le robot humanoïde HRP-2, sur plusieurs modes de locomotions, démontrant ainsi sa polyvalenceAnthropomorphic locomotion is a complex process that involves a very large number of degrees of freedom, the human body having more than three hundred joints against thirty in humanoid robots. Taken as a whole, these degrees of freedom show a certain coherence making it possible to set the anthropomorphic system in motion and maintain its equilibrium, in order to avoid falling. This thesis highlights the computational foundations behind this orchestration. It introduces a unified mathematical framework allowing both the study of human locomotion and the generation of locomotive trajectories for humanoid robots. This framework consists of a reduction of the body-complete dynamics of the system to consider only its projection around the center of gravity, also called centroid dynamics. Although reduced, we show that this centroidal dynamics plays a central role in the understanding and formation of locomotive movements. To do this, we first establish the observability conditions of this dynamic, that is to say that we show to what extent this data can be apprehended from sensors commonly used in biomechanics and robotics. Based on these observability conditions, we propose an estimator able to reconstruct the unbiased position of the center of gravity. From this estimator and the acquisition of walking motions on various subjects, we highlight the presence of a cycloidal pattern of the center of gravity in the sagittal plane when the human is walking nominally, that is, to say without thinking. The presence of this motif suggests the existence of a motor synergy hitherto unknown, supporting the theory of a general coordination of movements during locomotion. The last contribution of this thesis is on multi-contact locomotion. Humans have remarkable agility to perform locomotive movements that require joint use of the arms and legs, such as when climbing a rock wall. How to equip humanoid robots with such capabilities? The difficulty is certainly not technological, since current robots are able to develop sufficient mechanical powers. Their performances, evaluated both in terms of quality of movement and computing time, remain very limited. In this thesis, we address the problem of generating multi-contact trajectories in the form of an optimal control problem. The interest of this formulation is to start from the reduced model of centroid dynamics while responding to equilibrium constraints. The original idea is to maximize the likelihood of this reduced dynamic with respect to body-complete dynamics. It is based on learning a measurement of occupation that reflects the kinematic and dynamic capabilities of the robot. It is effective: the resulting algorithmic is compatible with real-time applications. The approach has been successfully evaluated on the humanoid robot HRP-2, on several modes of locomotion, thus demonstrating its versatility
18
Bel, Justin. "Modélisation physique de l’impact du creusement d’un tunnel par tunnelier à front pressurisé sur des fondations profondes." Thesis, Lyon, 2018. http://www.theses.fr/2018LYSET002/document.
Full textAbstract:
Le travail de thèse présenté dans ce mémoire vise à analyser et à comprendre les mécanismes mis en jeu au niveau de l’impact du creusement d’un tunnel par bouclier à front pressurisé sur des fondations profondes avoisinantes. Cette thèse a été réalisée dans le cadre du projet européen NeTTUN, au sein du Laboratoire de Tribologie et de Dynamique des Systèmes (LTDS) de l’ENTPE. L’approche phénoménologique conduite lors de ces travaux repose sur deux importantes campagnes expérimentales réalisées à l’aide d’un dispositif unique au plan international de modèle réduit 1g de tunnelier à pression de terre (échelle de l’ordre de 1/10eme). La forte originalité de ce dispositif est de pouvoir simuler de façon réaliste les principales étapes du processus tridimensionnel d’excavation mécanisé d’un tunnel. Dans le cadre de cette thèse, le dispositif existant de modèle réduit de tunnelier a dans un premier temps été reconfiguré afin de pouvoir répondre aux besoins du programme expérimental envisagé. Des modèles physiques de fondations profondes (pieux et groupes de pieux) et de barrières de protection ont été conçus dans le cadre des lois de similitude, fabriqués et instrumentés. Deux campagnes expérimentales d’envergure ont été réalisées en massif de sable sec : l’une concerne les effets du passage d’un tunnelier à front pressurisé sur des fondations profondes avoisinantes (pieux, groupe de pieux), l’autre traite de l’efficacité de barrières de protection (parois moulées) utilisées pour limiter ces effets. Différents paramètres qui influencent l’interaction tunnelier - sol - fondations ont été considérés comme la distance relative tunnel / fondation, la pression frontale de soutènement appliquée par le TBM sur le terrain ou encore la hauteur des barrières de protection. L’analyse phénoménologique menée à l’échelle du modèle concerne en particulier l’évolution des champs de contraintes et de déplacements dans le terrain autour du tunnelier, les déplacements relatifs sol - pieu et sol- barrière, la redistribution des efforts au sein des fondations. L’importante base de données et d’analyse ainsi constituée a été mise à profit pour la validation d’outils de modélisation numérique développés par l’Université de Rome au sein du projet NeTTUNThe major goal presented in this thesis was to analyze and investigate the mechanisms, which are involved in the impact of the tunnels excavated thanks to an Earth Pressure Balanced Shield on nearby deep foundations. This thesis was realized in European project NeTTUN and the work had been done in the Laboratory of Tribology and Systems Dynamics (LTDS) of ENTPE. During these works, phenomenological approach was based on two important experimental campaigns carried out using a unique device at the international level of a 1g scale model of earth-pressure tunnel boring machine (scale of the order of 1 / 10). The state of the art of this device was to be able to simulate in possibly realistic way the main stages of the three-dimensional process of mechanized excavation of a tunnel. In the framework of this thesis, the existing model tunneling machine device was initially reconfigured in order to reach the expectations of the experimental program envisaged. Physical models of deep foundations (piles and groups of piles) and protective barriers were designed under the similitude laws, manufactured and instrumented. The two large-scale experimental campaigns have been carried out in a dry sand massif. The first one concerned the effects of the passage of a pressurized tunnel boring machine on nearby deep foundations (piles, group of piles), whereas another one dealed with the effectiveness of mitigation procedure (diaphragm walls) used to limit these effects. Different parameters that influenced on the tunneling: soil - foundation interaction considered as the relative tunnel / foundation distance, the frontal face pressure applied by the TBM in the field or the height of the protective barriers. The phenomenological analysis carried out at the scale of the model concerned in particular the evolution of the fields of stresses and displacements in the ground around the tunnel boring machine, relatives pile / soil and wall / soil displacements and the redistribution of stresses along the pile foundations. The large database and analysis constituted was used for the validation of numerical modeling tools developed by the University of Rome within the NeTTUN project
19
Cherti, Mehdi. "Deep generative neural networks for novelty generation : a foundational framework, metrics and experiments." Thesis, Université Paris-Saclay (ComUE), 2018. http://www.theses.fr/2018SACLS029/document.
Full textAbstract:
Des avancées significatives sur les réseaux de neurones profonds ont récemment permis le développement de technologies importantes comme les voitures autonomes et les assistants personnels intelligents basés sur la commande vocale. La plupart des succès en apprentissage profond concernent la prédiction, alors que les percées initiales viennent des modèles génératifs. Actuellement, même s'il existe des outils puissants dans la littérature des modèles génératifs basés sur les réseaux profonds, ces techniques sont essentiellement utilisées pour la prédiction ou pour générer des objets connus (i.e., des images de haute qualité qui appartiennent à des classes connues) : un objet généré qui est à priori inconnu est considéré comme une erreur (Salimans et al., 2016) ou comme un objet fallacieux (Bengio et al., 2013b). En d'autres termes, quand la prédiction est considérée comme le seul objectif possible, la nouveauté est vue comme une erreur - que les chercheurs ont essayé d'éliminer au maximum. Cette thèse défends le point de vue que, plutôt que d'éliminer ces nouveautés, on devrait les étudier et étudier le potentiel génératif des réseaux neuronaux pour créer de la nouveauté utile - particulièrement sachant l'importance économique et sociétale de la création d'objets nouveaux dans les sociétés contemporaines. Cette thèse a pour objectif d'étudier la génération de la nouveauté et sa relation avec les modèles de connaissance produits par les réseaux neurones profonds génératifs. Notre première contribution est la démonstration de l'importance des représentations et leur impact sur le type de nouveautés qui peuvent être générées : une conséquence clé est qu'un agent créatif a besoin de re-représenter les objets connus et utiliser cette représentation pour générer des objets nouveaux. Ensuite, on démontre que les fonctions objectives traditionnelles utilisées dans la théorie de l'apprentissage statistique, comme le maximum de vraisemblance, ne sont pas nécessairement les plus adaptées pour étudier la génération de nouveauté. On propose plusieurs alternatives à un niveau conceptuel. Un deuxième résultat clé est la confirmation que les modèles actuels - qui utilisent les fonctions objectives traditionnelles - peuvent en effet générer des objets inconnus. Cela montre que même si les fonctions objectives comme le maximum de vraisemblance s'efforcent à éliminer la nouveauté, les implémentations en pratique échouent à le faire. A travers une série d'expérimentations, on étudie le comportement de ces modèles ainsi que les objets qu'ils génèrent. En particulier, on propose une nouvelle tâche et des métriques pour la sélection de bons modèles génératifs pour la génération de la nouveauté. Finalement, la thèse conclue avec une série d'expérimentations qui clarifie les caractéristiques des modèles qui génèrent de la nouveauté. Les expériences montrent que la sparsité, le niveaux du niveau de corruption et la restriction de la capacité des modèles tuent la nouveauté et que les modèles qui arrivent à reconnaître des objets nouveaux arrivent généralement aussi à générer de la nouveautéIn recent years, significant advances made in deep neural networks enabled the creation of groundbreaking technologies such as self-driving cars and voice-enabled personal assistants. Almost all successes of deep neural networks are about prediction, whereas the initial breakthroughs came from generative models. Today, although we have very powerful deep generative modeling techniques, these techniques are essentially being used for prediction or for generating known objects (i.e., good quality images of known classes): any generated object that is a priori unknown is considered as a failure mode (Salimans et al., 2016) or as spurious (Bengio et al., 2013b). In other words, when prediction seems to be the only possible objective, novelty is seen as an error that researchers have been trying hard to eliminate. This thesis defends the point of view that, instead of trying to eliminate these novelties, we should study them and the generative potential of deep nets to create useful novelty, especially given the economic and societal importance of creating new objects in contemporary societies. The thesis sets out to study novelty generation in relationship with data-driven knowledge models produced by deep generative neural networks. Our first key contribution is the clarification of the importance of representations and their impact on the kind of novelties that can be generated: a key consequence is that a creative agent might need to rerepresent known objects to access various kinds of novelty. We then demonstrate that traditional objective functions of statistical learning theory, such as maximum likelihood, are not necessarily the best theoretical framework for studying novelty generation. We propose several other alternatives at the conceptual level. A second key result is the confirmation that current models, with traditional objective functions, can indeed generate unknown objects. This also shows that even though objectives like maximum likelihood are designed to eliminate novelty, practical implementations do generate novelty. Through a series of experiments, we study the behavior of these models and the novelty they generate. In particular, we propose a new task setup and metrics for selecting good generative models. Finally, the thesis concludes with a series of experiments clarifying the characteristics of models that can exhibit novelty. Experiments show that sparsity, noise level, and restricting the capacity of the net eliminates novelty and that models that are better at recognizing novelty are also good at generating novelty
20
Kocagul, Volkan. "The Theory Of Capitalism And Its Ontological Foundations: A Comparative Study Of Marx And Deleuze&." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607824/index.pdf.
Full textAbstract:
The main objective of this thesis is to examine the theory of capitalism and its ontological foundations through the major works of Marx and Deleuze&Guattari. In his monumental book called Capital, Karl Marx develops an account of capitalism based on his understanding of philosophy of which takes its roots from Hegel and Feuerbach. Additionally, English political economy and French socialism serve as reliable grounds for Marx&
#8217
s analysis. In light of the writings of these historical precursors, Marx constitutes a profound critique of capitalist mode of production. On the other hand, Deleuze and Guattari, as the representatives of contemporary French philosophy, develop a different account of capitalism in their influential book called Anti-Oedipus. By relying upon Nietzsche, in Anti-Oedipus, Deleuze and Guattari examine capitalism in a non-dialectical manner. Despite the fact that they reject the major aspects of Marxian mode of thinking, they concentrate on the similar questions shared by Marx. The question of capitalism and its conception as an immanent system which reproduces itself by means of capital appears as the common problem that directs them to think analogously. In this respect, this thesis is an attempt to discover the points of ruptures and the points of continuities in two different account of capitalism.
21
Ubinha, Jose Alexandre. "Estudo de metodo de identificação dos parametros de desbalanceamento e de fundação de maquinas rotativas." [s.n.], 2005. http://repositorio.unicamp.br/jspui/handle/REPOSIP/263789.
Full textAbstract:
Orientador: Milton Dias JuniorDissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Mecanica
Made available in DSpace on 2018-08-05T03:45:19Z (GMT). No. of bitstreams: 1 Ubinha_JoseAlexandre_M.pdf: 7391942 bytes, checksum: dfd22a1db4bc7dfb566c5fc59bfd5f58 (MD5) Previous issue date: 2005
Resumo: A identificação de um modelo preciso de fundação flexível e dos parâmetros de desbalanceamento (amplitude e fase) de um sistema girante, através das medições de vibração da máquina, tem sido alvo de constantes pesquisas e desenvolvimento ao longo das últimas décadas. A utilização de programas computacionais, cujos recursos de processamento e visualização de dados são periodicamente atualizados, proporcionou um grande avanço na área de análise de vibrações em máquinas rotativas. Neste contexto, o presente trabalho tem como objetivo a implementação e aplicação de um método híbrido numérico - experimental de determinação dos parâmetros de desbalanceamento e de fundação, que utiliza a resposta ao desbalanço medida durante a partida ou parada da máquina e um modelo numérico preciso do sistema girante. O trabalho apresenta o desenvolvimento teórico da metodologia estudada e discute os aspectos computacionais da implementação numérica do mesmo. O desempenho do procedimento de identificação é verificado numericamente através da simulação de diversos sistemas rotativos e a influência dos diversos fatores que interferem na precisão dos resultados é discutida criteriosamente. Na maioria dos casos, a metodologia apresentou resultados muito bons e verificou-se que a experiência do analista na utilização do método é importante para a obtenção de resultados confiáveis
Abstract: The identification of an accurate model of a flexible foundation and unbalance parameters (amplitude and phase) for a rotating system, through the measurement of the vibration amplitude of the machine, has been subject of frequent researches and development along the last decades. The use of computational software, in which processing resources and data visualization are periodically updated, provided a great progress in the area of vibration analysis in rotating machines. In this context, the present work aims the implementation and application of a hybrid numerical and experimental identification method for the unbalance parameters and the foundation model, through the measurement of the unbalance response during start-up or run-down of the machine and an accurate numerical model of the rotating system This work presents the theoretical development of the this methodology and discusses the computational aspects of the numerical implementation. The performance of the identification procedure is numerically verified through the simulation of several rotating systems and the intluence of many conditions that can affect the accuracy of the method is discussed in detail. In the major part of the cases, the methodology presented very good results and it was observed that the analyst experience in the utilization of method is very important for the achievement of reliable results
Mestrado
Mecanica dos Sólidos e Projeto Mecanico
Mestre em Engenharia Mecânica
22
Kohout, Jiří. "Příprava a organizace výstavby bytových domů Rozhledna v Chrudimi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372301.
Full textAbstract:
The content of the diploma thesis is a building-technological project of the new building of residential buildings Rozhledna in Chrudim. The thesis contains technological regulations for a rough bottom structure and a rough top structure. Technological regulations are complemented by design of machine assembly, site facilities and control and test plans. Work safety, construction risk assessment, time schedule of main objects, object time and financial plan and budget of main buildings are also solved. An important part is the comparison of the parallel, gradual, current construction and the design of the thermal insulation system of the curtain wall.
23
Křivohlávková, Lucie. "Příprava realizace bytového domu v Lanškrouně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391946.
Full textAbstract:
The content of the diploma thesis is a building-technological project of the new building of residential building Lanškroun. The thesis contains technological regulations for a rough bottom structure and a rough top structure. Technological regulation are complemented by design of machine assembly, site facilities and control and test plans. Work safety, construction risk assessment, time schedule of main object, object time and financial plan and budget of main building are also solved. An important part is the economic comparison of tower crane and mobile crane and green facade.
24
Milici, Pietro. "A quest for exactness : machines, algebra and geometry for tractional constructions of differential equations." Thesis, Paris 1, 2015. http://www.theses.fr/2015PA010675.
Full textAbstract:
Dans La Géométrie de 1637, Descartes a trouvé un “équilibre” entre constructions géométriques et manipulation symbolique au moyen de l’introduction d’opportunes machines idéales. En particulier, les instruments de Descartes étaient l’algèbre polynomiale (analyse) et une classe de constructions diagrammatiques (synthèse). Cette approche implique une classification des courbes, suivant laquelle les courbes algébriques peuvent être considérées comme “purement géométriques”. Cette limite a été dépassée à l’aide d’une méthode générale par Newton et Leibniz, en introduisant l’infini dans la partie analytique, tandis que la perspective synthétique a graduellement et de plus en plus perdu de son importance par rapport à la perspective analytique (la géométrie devient un moyen de visualisation et cesse d’être un moyen de construction). L’approche fondationnelle de Descartes (analyse par éléments finis et synthèse par constructions diagrammatiques) a été tout de même étendue au-delà des limites des courbes algébriques, bien qu’en deux périodes distinctes. Vers la fin du XVII siècle la partie synthétique a été étendue avec le “mouvement tractionnel” (construction de courbes transcendantes à l’aide de machines idéalisées) et vers le début du XX siècle la partie analytique a été étendue avec l’“algèbre différentielle” (de nos jours, considérée comme une branche de l’algèbre computationnelle). L’objectif de cette thèse est de prouver comment il est possible d’obtenir un nouvel équilibre entre ces extensions (synthétique et analytique) des instruments cartésiens, un équilibre dépassant la limite des courbes algébriques et permettant de traiter une classe de problèmes transcendants. En d’autres termes, le but est de mettre en exergue comment une nouvelle convergence de machines, algèbre et géométrie est possible, permettant une fondation d’une partie de l’analyse infinitésimale sans exigence conceptuelle de l’infini. Ce travail se caractérise par l’attention qui est portée sur le rôle constructif de la géométrie (en tant qu’idéalisation du comportement de machines opportunes) à des fins fondationnelles. Cette approche, suite à la “dé-géométrisation” des mathématiques, se détache fortement du courant principal des discussions sur les mathématiques, notamment du point de vue fondationnel. Toutefois, même si aujourd’hui cette question est tombée dans l’oubli, le problème de définir des critères de constructions appropriés, très débattu à l’âge classique, a eu de profondes influences sur la façon dont les objets et les méthodes mathématiques de l’époque ont été définis. D’après la définition de Bos [2001], ce sont là les “problèmes d’exactitude” de la géométrie. Ces problèmes d’exactitude ont trait aux interprétations philosophiques et psychologiques, c’est pourquoi ils sont normalement considérés comme externes aux mathématiques. Toutefois, même si je ne vais pas apporter de réponse exhaustive, dans mes conclusions je propose une approche algorithmique (très primitive) pour cerner ces problèmes, que j’espère pouvoir approfondir dans des travaux à venir. Depuis la perspective des sciences cognitives, cette approche par rapport à l’analyse infinitésimale ne demande pas l’infini et, grâce aux machines idéalisées, peut être conçue au travers d’opportunes “métaphores fondatrices” (selon la terminologie de Lakoff and Núñez [2000]). Ce caractère concret peut avoir des retombées utiles dans la didactique des mathématiques, grâce à l’usage d’artefacts tant physiques que numériques (cette partie ne sera abordée que de façon marginale)In La Géométrie, Descartes proposed a “balance” between geometric constructions and symbolic manipulation with the introduction of suitable ideal machines. In particular, Cartesian tools were polynomial algebra (analysis) and a class of diagrammatic constructions (synthesis). This setting provided a classification of curves, according to which only the algebraic ones were considered “purely geometrical.” This limit was overcome with a general method by Newton and Leibniz introducing the infinity in the analytical part, whereas the synthetic perspective gradually lost importance with respect to the analytical one—geometry became a mean of visualization, no longer of construction. Descartes’s foundational approach (analysis without infinitary objects and synthesis with diagrammatic constructions) has, however, been extended beyond algebraic limits, albeit in two different periods. In the late 17th century, the synthetic aspect was extended by “tractional motion” (construction of transcendental curves with idealized machines). In the first half of the 20th century, the analytical part was extended by “differential algebra,” now a branch of computer algebra. This thesis seeks to prove that it is possible to obtain a new balance between these synthetic and analytical extensions of Cartesian tools for a class of transcendental problems. In other words, there is a possibility of a new convergence of machines, algebra, and geometry that gives scope for a foundation of (a part of) infinitesimal calculus without the conceptual need of infinity. The peculiarity of this work lies in the attention to the constructive role of geometry as idealization of machines for foundational purposes. This approach, after the “de-geometrization” of mathematics, is far removed from the mainstream discussions of mathematics, especially regarding foundations. However, though forgotten these days, the problem of defining appropriate canons of construction was very important in the early modern era, and had a lot of influence on the definition of mathematical objects and methods. According to the definition of Bos [2001], these are “exactness problems” for geometry. Such problems about exactness involve philosophical and psychological interpretations, which is why they are usually considered external to mathematics. However, even though lacking any final answer, I propose in conclusion a very primitive algorithmic approach to such problems, which I hope to explore further in future research. From a cognitive perspective, this approach to calculus does not require infinity and, thanks to idealized machines, can be set with suitable “grounding metaphors” (according to the terminology of Lakoff and Núñez [2000]). This concreteness can have useful fallouts for math education, thanks to the use of both physical and digital artifacts (this part will be treated only marginally)
Ne La Géométrie del 1637 Descartes ha proposto un “equilibrio” tra costruzioni geometriche e manipolazioni simboliche con l’introduzione di opportune macchine ideali. In particolare gli strumenti di Descartes erano l’algebra polinomiale (analisi) e una classe di costruzioni diagrammatiche (sintesi). Questa impostazione implica una classificazione delle curve, secondo cui solo quelle algebriche possono essere considerate “puramente geometriche”. Questo limite è stato superato con un metodo generale da Newton e Leibniz introducendo l’infinito nella parte analitica, mentre la prospettiva sintetica ha gradualmente sempre più perso importanza rispetto a quella analitica (la geometria diventa un mezzo di visualizzazione e non più di costruzione). L’approccio fondazionale di Descartes (analisi con oggetti finiti e sintesi con costruzioni diagrammatiche) è stato comunque esteso oltre i limiti delle curve algebriche, anche se in due periodi distinti. Nel tardo XVII secolo la parte sintetica è stata estesa con il “movimento trazionale” (costruzione di curve trascendenti con macchine idealizzate), e nella prima metà del XX secolo la parte analitica è stata estesa con la “algebra differenziale” (oggigiorno considerata una branca dell’algebra computazionale). L’obiettivo di questa tesi è di provare come sia possibile ottenere un nuovo equilibrio tra queste estensioni (sintentica e analitica) degli strumenti Cartesiani, un equilibrio che superi il limite delle curve algebriche e permetta di trattare una classe di problemi trascendenti. In altre parole, l’obiettivo è di evidenziare come sia possibile una nuova convergenza di macchine, algebra e geometria che permetta una fondazione di (parte della) analisi infinitesimale senza il bisogno concettuale dell’infinito. La caratteristica di questo lavoro è l’attenzione al ruolo costruttivo della geometria (come idealizzazione del comportamento di opportune macchine) per fini fondazionali. Questo approccio, dopo la “de-geometrizzazione” della matematica, è molto distante dal filone principale delle discussioni sulla matematica, specie dal punto di vista fondazionale. Comunque, anche se oggigiorno caduto in oblio, il problema di definire degli appropriati canoni di costruzioni era molto sentito nel periodo della prima età moderna, ed ha avuto profonde influenze sul modo in cui sono stati definiti gli oggetti e i metodi matematici dell’epoca. Secondo la definizione di Bos [2001], questi sono i “problemi di esattezza” per la geometria. Questi problemi di esattezza riguardano interpretazioni filosofiche e psicologiche, pertanto sono solitamente considerati esterni alla matematica. Comunque, anche se senza una risposta esaustiva, nelle conclusioni propongo un approccio algoritmico (molto primitivo) per inquadrare tali problemi, che spero di approfondire in lavori futuri
25
Costa, Antonio Carlos da Rocha. "Inteligência de máquina : esboço de uma abordagem construtivista." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 1993. http://hdl.handle.net/10183/17733.
Full textAbstract:
Este trabalho introduz uma definição para noção de inteligência de máquina, estabelece a possibilidade concreta dessa definição e fornece indicações sobre a sua necessidade - isto e, dá-lhe um conteúdo objetivo e mostra o interesse e a utilidade que a definição pode ter para a ciência da computação, em geral, e para a inteligência artificial, em particular. Especificamente, toma-se uma particular leitura da definição de inteligência dada por J. Piaget e se estabelecem as condições para que essa definição possa ser interpretada no domínio das máquinas. Para tanto, uma revisão das noções fundamentais da ciência da computação se faz necessária, a fim de explicitar os aspectos dinâmicos de variabilidade, controlabilidade e adaptabilidade subjacentes a tais conceitos (maquina, programa, computação, e organização, rege adaptação de rnáquina). Por outro lado, urna, mudança de atitude face aos objetivos da inteligência, artificial também e requerida. A definição dada supõe que se reconheça, a autonomia operacional das maquinas, e isso leva, a abandonar, ou pelo menos a colocar em segundo piano, o ponto de vista que chamamos de artificialismo - a busca da imitação do comportamento inteligente de seres humanos ou animais - e a adotar o ponto de vista que denominamos de naturalismo - a consideração da inteligência de maquina como fenômeno natural nas maquinas, digno de ser estudado em si próprio. 0 trabalho apresenta os resultados da reflexão através da qual se tentou realizar tais objetivos.This work introduces a definition for the notion of machine intelligence, establishes the concrete possibility of that definition and gives indications on its necessity - that is, it gives that notion an objective content and shows the interest and utility that the definition may have to computer science, in general, and artificial intelligence, in particular. Specifically, we take a particular reading of the definition of intelligence given by J. Piaget, and we establish the conditions under which that definition can be interpreted in the domain of machines. To achieve this, a revision of the fundamental notions of computer science was necessary, in order to make explicit the dynamical aspects of variability, controlability and adaptability that are underlying those concepts (machine, program, computation, and machine organization, regulation and adaptation). On the other hand, a change in the attitude toward the objetives of artificial intelligence was also required. The given definition pressuposes that one recognizes the operational autonomy of machines, and this implies abandonning the point of view we call artificialism - the search for the imitation of the intelligent behavior of human beings and animals - and adopting the point of view that we call naturalism - which considers that machine intelligence is a natural phenomenon in machines, that should be studied by its own. The work presents the results of the reflexion through which we tried to realize those goals.
26
Trhlík, Lukáš. "Prodejní a servisní centrum Praha – stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225401.
Full textAbstract:
In this diploma thesis deals with execution of ground works, foundation constructions, steel and armored concrete monolithic framework of the sales and service center in Prague. Establishment of the building will be done on armored concrete basement feet, strips and basement plate. The building is desinged in part as a steel framework and in part as a armored concrete framework. The building technological project contains for the phases primarily time and financial plan of object, technology prescription, time schedule, budget, model of the building site accessories, model of the machines, check and test plan, safety plan.
27
Thomazo, Luiz Henrique. "Formulação do metodo dos elementos de contorno indireto para resposta transiente em meios visco-elasticos 2D." [s.n.], 2004. http://repositorio.unicamp.br/jspui/handle/REPOSIP/263977.
Full textAbstract:
Orientadores: Euclides de Mesquita Neto, Edson Antonio Capello SousaDissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Mecanica
Made available in DSpace on 2018-08-09T04:23:51Z (GMT). No. of bitstreams: 1 Thomazo_LuizHenrique_M.pdf: 1773463 bytes, checksum: e38435e9b18935ddc2edc19b8b2efac4 (MD5) Previous issue date: 2004
Resumo: Este trabalho apresenta uma metodologia para a realização de análises dinâmicas estacionárias e transientes em domínios visco-elásticos limitados ou ilimitados, utilizando-se o Método dos Elementos de Contorno. São utilizados como estados auxiliares soluções não-singulares de problemas do semi-espaço e do espaço completo de meios visco-elásticos. Os estados visco-elásticos auxiliares são sintetizados numericamente, tanto no domínio da freqüência, como no domínio do tempo. Os mencionados estados auxiliares são constituídos das soluções em tensão e deslocamento resultantes de cargas espacialmente constantes, aplicadas sob segmentos lineares tanto na superfície de semi-espaços, como no interior de espaços completos. Inicialmente os estados auxiliares são sintetizados numericamente no domínio da freqüência, dando origem à análise de problemas estacionários. Na seqüência estados auxiliares transientes são obtidos a partir da aplicação da transformada de Fourier rápida (FFT) sobre os estados estacionários mencionados. Os estados auxiliares são utilizados para a síntese de uma versão não singular Indireta do MEC (MEC-I) tanto no domínio da freqüência quanto no domínio do tempo. No trabalho ainda é formulada e implementada a inclusão de um corpo rígido interagindo com o meio discretizado pelo MEC-I. O comportamento visco-elástico do contínuo é introduzido pelo princípio da correspondência e são analisados os modelos de histerése constante e de Kelvin-Voigt
Abstract: The main purpose of the present work is to further develop a methodology to perform stationary and transient dynamic analysis of viscoelastic continua by the Boundary Element Method. Numerically synthetized stationary and transient, half-space and full-space auxiliary states are employed to render a non-singular implementation of the indirect version of the Boundary Element Method, IBEM. The auxiliary states used in this word are displacement and traction components stemming from the solution two stress bounary value problems. A constant traction distribution applied at a linear segment over the viscoelastic half-space surface and at the interior of the viscoelastic full-space describe the solutions applied to formulate the BEM. The IBEM is formulated and implemented to render the dynamic solution of bounded and unbounded domains. The interaction of the IBEM mesh with a massless rigid body is also formulated in the context of this work. Viscoelastic effects are included by means of the correspondence principle. The influence of the constant hysteresis and the Kelvin-Voigt damping models are studied.
Mestrado
Mecanica dos Sólidos e Projeto Mecanico
Mestre em Engenharia Mecânica
28
Kvapil, Michal. "Stavebně technologický projekt Rezidence Na Plachtě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265559.
Full textAbstract:
Writing of this master thesis was stimulated by my participation on compulsory practice and the level of its interest. The master thesis includes the description and technical documentation for the construction of the reinforced concrete building foundations. The aim of this thesis is to solve the method and potential problems of the concreting. As for the concreting machinery, I suggested to use the machines (mixer truck and mobile concrete pump) from the nearby concrete plant to reduce the total transportation costs. I’ve made an analysis of machine renting fees and price of fresh concrete between local distributors. The main contribution of the master thesis is acquaintance with the construction of the apartment building and with a practical side of preparations before the construction begins.
29
Jenkins, Mark Daniel. "Synthesis and alternating automata over real time." Thesis, University of Oxford, 2012. http://ora.ox.ac.uk/objects/uuid:f37ccc5f-8ed6-4b00-b9e3-28c4bb4ec60a.
Full textAbstract:
Alternating timed automata are a powerful extension of classical Alur-Dill timed automata that are closed under all Boolean operations. They have played a key role, among others, in providing verification algorithms for prominent specification formalisms such as Metric Temporal Logic. Unfortunately, when interpreted over an infinite dense time domain (such as the reals), alternating timed automata have an undecidable language emptiness problem. In this thesis we consider restrictions on this model that restore the decidability of the language emptiness problem. We consider the restricted class of safety alternating timed automata, which can encode a corresponding Safety fragment of Metric Temporal Logic. This thesis connects these two formalisms with insertion channel machines, a model of faulty communication, and demonstrates that the three formalisms are interreducible. We thus prove a non-elementary lower bound for the language emptiness problem for 1-clock safety alternating timed automata and further obtain a new proof of decidability for this problem. Complementing the restriction to safety properties, we consider interpreting the automata over bounded dense time domains. We prove that the time-bounded language emptiness problem is decidable but non-elementary for unrestricted alternating timed automata. The language emptiness problem for alternating timed automata is a special case of a much more general and abstract logical problem: Church's synthesis problem. Given a logical specification S(I,O), Church's problem is to determine whether there exists an operator F that implements the specification in the sense that S(I,F(I)) holds for all inputs I. It is a classical result that the synthesis problem is decidable in the case that the specification and implementation are given in monadic second-order logic over the naturals. We prove that this decidability extends to MSO over the reals with order and furthermore to MSO over every fixed bounded interval of the reals with order and the +1 relation.
30
Benák, Dalibor. "Stavebně-technologický projekt polyfunkčního domu v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226997.
Full textAbstract:
This master's thesis focuses on a preparation of a multifunctional building in Brno, on Vídeňská street. It is based on a project that has been realized in 2005. Construction-technological preparation of this project includes the design of securing of time, financial, and human resources, project of construction site layout, a design of construction machines setup, technological manual for construction of monolithic reinforced concrete structure, plan of controls and tests for quality, and a manual for obtaining permission for using public space and protection of historical tree.
31
Hejna, Vladimír. "Centrum výzkumných institutů a doktorských studií v Brně - příprava a organizace výstavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227023.
Full textAbstract:
The technological project deals with processing of materials and documentation for the preparation and realization of the new building Center research institutes and doctoral studies in Brno Poříčí. The project includes technical report which closely provides basic information about the building and used technologies. Due to complicated underlying conditions the project is focused on usage of bracing of foundation pits. The project contains also control and test plans including graphical attachments.
32
Petrík, Tomáš. "Stavebně technologický projekt skladovací haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226501.
Full textAbstract:
In this diploma thesis is processed build-up organization of logistics centre in Ostrava. The build-up organization covers the implementation of ground works, foundation constructions and precast concrete framework. Storage hall of logistics centre is based on drilled concrete piles and precast concrete framework makes up main structure. Construction technology project contains time-schedule and financial plan for whole project, time-schedule of construction works, budget, technological standard for precast concrete framework, design of building site accessories, design of machine group, safety plan, check and test plan.
33
Smolková, Pavlína. "Administrativní areál v Praze - Hostivař, příprava a organizace výstavby objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226099.
Full textAbstract:
Final work is processed for an administrative center in Prague. It is the preparation and organization of the construction of the object in Hostivař. The work is done for the most important technological phases of site equipment, economic comparison of cranes, financial and time evaluation of building, selection of main mechanisms and main part of the text dealing with the character of the building, its technical data, process of constructing the object and the overall treatise about building. Technological process is made for the technological phase of construction of assembled skeleton.
34
Výstup, Petr. "Vybrané části stavebně technologického projektu - VĚDECKOTECHNICKÝ PARK TRIANGL." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227287.
Full textAbstract:
The topic of this diploma thesis deals with the solution of selected parts of building technology design of Scientific and Technical Park Triangl that is planned to be constructed in Uherske Hradiste. This complex of buildings will be used for civil, administrative and residential purposes. The thesis describes creation of foundation constructions, design of reinforced concrete frames, transportation of building materials and machinery to the building site. This thesis also contains a design and a technical report about facilities of the construction site, pre-defined mechanical assembly, control and test plans and the budgets and schedules of the construction work. Required applications to carry out the construction, suggestions for reinforcement of the foundation construction as well as financial costs are also included in the thesis.
35
Rozumek, Jakub. "Stavebně technologický projekt bytového domu ve Strážnici." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227322.
Full textAbstract:
The theme of my diploma thesis is Building and Technological Project for a residential building in Strážnice. This is a study of the implementation of major technological stages of object SO- 01 residential building, the project concerning the construction site installation, design the mechanical assembly, traffic solutions, technological process earthworks, foundation structures, piles CFA and reinforced concrete ceiling construction. The work includes further object schedule, financial plan, a detailed timetable for construction of residential building, the budget, the inspection and the test plan, safety hazards on a construction site in the implementation of the substructure object and thermal technical assessment of selected structures.
36
Štěrba, Marek. "Sadová, Bytový dům M1 - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372154.
Full textAbstract:
The aim of the diploma thesis is construction-technological project of the whole construction focusing on the main building object - Apartment building, which is based on large-diameter drilling piles. The basis of the work is the budget of the main building and its timetable. Part of the thesis is a solution of organization of construction and design of building site equipment, technological regulation of selected activities, quality control and solution of transport relations including oversized transport. In addition, the design of the machine assembly, assessment of lifting mechanisms, safety and health protection and protection of the environment are solved.
37
Kozla, Dávid. "Stavebně technologický projekt pro Mezinárodní centrum klinického výzkumu Fakultní nemocnice u sv. Anny v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409970.
Full textAbstract:
This diploma thesis solves the construction technology project of the International Clinical Research Center of the St. Anne’s University Hospital, Brno (ICRC), namely the first stage of the construction of the buildings "B1" and "C1". It tries to design an ideal technological process of construction with respect of local conditions. Technologically it focuses mainly on the issue of special foundation, namely protection of excavation pit with secant pile wall and pile foundation. There are processed technological regulations, time and financial plans, construction budget, control and test plan, plan of heavy equipment and safety or environmental requirements. Everything is supplemented by attachments and drawing documentation.
38
Šagát, Pavel. "Bytový dům v Ivančicích - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392207.
Full textAbstract:
The goal of this thesis is a construction technological project of an apartment building in Ivančice. The work focuses on the graphic visualisation of earth and foundation works progress and consequently on the item budget and timetable for construction works. Technological regulation for earth and foundation works with the changes on foundation constructions, organization of the construction, construction site equipment plan, draft of the main machinery and mechanisms are also part of this work. Technical report, coordination layout with a description of transport options, schedule, and financial plan are also part of this thesis.
39
Vlasák, Jakub. "Městská sportovní hala v Kuřimi - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372209.
Full textAbstract:
The aim of this diploma´s thesis is the construction and technological salutions to rough construction building municipal sports hall in Kuřim. The content of this work is technological execution, solution to site equipment, design of machanical assemblies sonnected with transport links, checking and test plans, line budget, schedule, calculation of construction, building timetable, safety and protection of enviroment.
40
Martinásek, Josef. "DYNAMICKÁ ANALÝZA ZÁKLADOVÉ KONSTRUKCE V INTERAKCI S PODZÁKLADÍM." Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-390246.
Full textAbstract:
Thesis deals with problems of the soil-structure interaction. In the theoretical part is described the approach to mathematical modeling of structure-foundation-soil interaction. The subsoil models are further described in detail, including the models with piles (both static and dynamics models). In the next chapter there is described the dynamics theory of the systems with single or more degrees of freedom. There is also an analysis of propagation, reflection and refraction of mechanical one-dimensional waves (P-wave, S-wave) and spatial waves (P- wave, SV-wave, SH-wave) and waves in homogeneous half-space (R-wave L-wave). The numerical analysis is logically sorted from hand calculation of the parameter change influence on the modal characteristics to complex computational FEM model of the machine with a foundation on piles placed in the spatial block of soil. Numerical studies aim to determine the influence of the subsoil model on the modal characteristics and thus confirm the absolute necessity of the subsoil model in tasks of dynamics. The next goal is to determine the appropriate key parameters of the computational model: the size of finite element, suitable shape of subsoil model, suitable inclination of boundary condition and suitable boundary conditions. For creating of set of computational models was used language APDL in conjunction with ANSYS software interface. All used input files are listed in the Annex.
41
Surý, Václav. "Stavebně-technologický projekt pavilonu horského hotelu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226498.
Full textAbstract:
This master´s thesis solves the constructive - technological project of pavilion of mountain hotel. It is an extension of pool hall. The master´s thesis includes: nail shoring walls, jet grouting, excavation, reinforced concrete base pan. There are technological solutions, especially prescription nail walls and jet grouting. Solution also contains the site facilities, the schedule, the situation with the solution structure of transport routes, itemized budget, proposed mechanical assembly, safety and health at work.
42
Moravec, Jan. "Univerzitní kampus Bohunice - Stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227693.
Full textAbstract:
This diploma thesis addresses the „University Campus Bohunice - Architectural and technological project“. This thesis includes excavation, pile foundation, reinforced concrete foundation slab it also deals with in detail technological regulations on earthworks and deep-pile foundation. The thesis contains solutions to building equipment, schedule of selected stages of the construction situation with the solution of transport routes, designed mechanical assembly required for selected stages and control plan earthworks and deep-pile foundation. This diploma thesis addresses the „University Campus Bohunice - Architectural and technological project“. This project involves construction of two buildings. Building A32 with two basement floors and three floors and second building A 31 with one basement floor and three floors. This thesis includes excavation, pile foundation, reinforced concrete foundation slab, it also deals with technological regulations of earthworks and deep-pile foundation in detail. The thesis contains solutions to construction site equipment, schedule of selected stages of the construction, location of buildings and the solution of transport routes, mechanical equipment required for selected stages of project and control plan of earthworks and deep-pile foundation.
43
Gajdoš, Filip. "Stavebně technologický projekt železobetonové haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227753.
Full textAbstract:
In my diploma´s thesis I occupy with selected parts of the technological prepariation of building proceses of administrative and production hall in Holešov. There are detailed follow up the technological rules for ground work and foundation. Furthermore , the technological requirements for reinforced concrate assembled skeleton. My diploma´s thesis also includes the project of the construction site facilities, machinery, construction budget, the technology solution including CTP, the time and financial planning, noise studies, fire safety of the building, evaluation of roof cladding.
44
Okrouhlý, Petr. "Futurama business park - objekt C, stavebně technologická příprava." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225380.
Full textAbstract:
The subject of the thesis is the solution of technological preparation of new building construction Futurama Business Park - the object C. In this thesis, is solved by the implementation of earthwork, foundation structures and reinforced concrete monolithic skeleton. Establishment of the building will be made on the concrete foundation slab. The building is designed as a reinforced concrete frame with perimeter steel columns and glass façade. The work also includes a timetable and financial plan (budget) building, technological regulations, technical report of building equipment, mechanical design assembly, inspection and test plan, design of site facilities, safety plan, impact of technological stage on the environment.
45
Hájek, Tomáš. "Stavebně technologický projekt přípravy a realizace autobusového terminálu v Benešově." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409921.
Full textAbstract:
The subject of this diploma thesis is construction project for implementation of bus terminal in Benešov. This thesis contains technical report, construction study of main technological stages, supply management for selected technological processes, technical report of site facilities including drawings, construction machinery and equipment for selected technological processes, technological specification for execution of earthworks SO01 & SO02, technological specification for execution of foundations SO01 & SO02, control and test plan for execution of earthworks, control and test plan for execution of foundations, safety and health protection plan for selected technological processes, construction site noise study and a construction study of reconstruction of roads in the terminal area.
46
Romashkyn, Mykola. "Administrativní budova v Brně, stavebně technologická příprava stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409942.
Full textAbstract:
The subject of this diploma thesis is civil technical project of an administrative building in Brno. The work includes a technical report, a construction technology study, technological prescriptions, proposal of suitable machines and mechanisms required for construction and wider relationships of transport routes to construction site. It also includes control and test plans, a detailed timetable for the main building object, deployment plans for workers, major work machinery and mechanisms, an item budget and a construction site equipment project. Finally, there are drawings of boarding foundations and ceiling structures and a comparison of the two variants of the ceiling structures.
47
Drozd, Michal. "Vybrané části stavebně technologického projektu psychiatrické kliniky Fakultní nemocnice Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409919.
Full textAbstract:
The subject of my diploma thesis are selected parts of the construction technology project of the psychiatric clinic of the University Hospital Brno based on the provided project documentation. It is an extension of a new six-storey building to the existing buildings. The thesis contains a technical report to the construction technology project, the coordination situation of the construction, the situation of wider transport routes, time and financial plan by objects, study of the realization of the main technological stages, a site equipment design, a design of a machine set, technological regulation for monolithic structures, quality control and testing plan of monolithic structures, noise study and selected documents for LEED certification.
48
Schrámek, Martin. "Příprava realizace montované haly s administrativou v Praci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392115.
Full textAbstract:
The subject of the diploma thesis is a preparation of a prefabricated hall with administration in Prace. The production hall will be used to produce glass fiber reinforced concrete. Next part and extension is an administrative part. The text part of the thesis contains a technical report on the building technological project, time and financial plan of the building - object, coordinating situation of the building with broader relations of the transport routes, study of the realization of the main technological stages of the building object, item budget of the main building object, time schedule of the main building, sets of the main technological stages, detection protocols for individual months, limits, balance of resources and personnel, plan of selected material sources, technical report of construction site equipment, technological regulation of precast reinforced concrete frame, technological regulation of precast concrete frame coverings Kingspan panels, Control and test plan of precast concrete frame, covering of precast concrete frame panels Kingspan and ceiling panels of the Spiroll administration, alternative suggestion of the exchange ceiling construction administration and comparison, noise study and thermal technology.
49
Lupač, David. "Distribuční sklady v Praze - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265317.
Full textAbstract:
The subject of this thesis is the construction and technological project for distribution warehouses in Prague. Textual part contains a technical report on construction technology project, wider relations of traffic routes with marked critical points, the study of the main technological stages of the building, principles of organization of construction, design of the main building machines and mechanisms, technological regulations, inspection and test plans, health and safety on the site. In the section with attachments there is a map of the locality, drawings of site facilities, including road signs, charts of the movement of machines, the schedule of the main building structure, the budget of the main building structure, a plan for securing material resources, time and financial plan, an economic evaluation of site facilities, details and other technical documentation stages.
50
Šrámek, Jiří. "Stavebně technologický projekt výrobní a administrativní haly ATX." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392191.
Full textAbstract:
The subject of this master’s thesis is a solution of chosen parts of building construction project. The project solves industrial hall that contains productions and administrative space. This thesis includes technological regulations for substructure, study of performing the main technological stages, design of using machines, checking and testing plans. Other phrases parts are time schedules, budget, calculations, design of site equipment including engineering report and report for performing access road. Starting materials, which were used for this thesis, were engineering report also including working drawings.