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Dissertations / Theses on the topic 'Room loan'

Author: Grafiati

Published: 5 June 2025

Last updated: 15 July 2025

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1

Ljung, Robert. "Room acoustics and cognitive load when listening to speech." Doctoral thesis, Luleå tekniska universitet, Arbetsvetenskap, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-18057.

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The present thesis investigated the effects of background noise or a long reverberation time in learning situations. All studies used spoken texts that were presented above the speech intelligibility threshold, but were degraded enough to make listening more effortful. The basic hypothesis for the whole project was that listening to speech in a bad acoustic environment should increase the cognitive load for the listener, which should impair memory of the text. In Paper I the auditory stimuli were lists of words and sentences that were degraded by a background noise. Paper II was a replication

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2

Cao, Jing. "Mechanical properties and prediction of "pseudo-creep" of overhead power transmission conductors under room temperature and constant load." Thesis, McGill University, 1995. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=22643.

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An overhead power transmission conductor must maintain a safe distance from the objects underneath it. However, this distance decreases with time, even under conditions where metallurgical creep of the cable material does not occur, for instance, at room temperature. This phenomenon is first identified as "pseudo creep".<br>The creep behavior of a cable is directly related to its mechanical properties, which correspond to the applied loads under certain boundary conditions. Twist due to cable rotation and radial compression due to layer-to-layer contact are taken into consideration, so that a

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3

Suresan, Abhishek. "Load Distribution Modeling of Asymmetric Involute Gear Pairs." The Ohio State University, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1587635749289172.

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4

Doh, Jeung-Hwan, and n/a. "Experimental and Theoretical Studies of Normal and High Strength Concrete Wall Panels." Griffith University. School of Engineering, 2003. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20030605.114125.

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The wall design equations available in major codes of practice (e.g. AS3600 and ACI318) are intended for the design of normal strength concrete load bearing walls supported at top and bottom only. These codes fail to recognise any contribution to load capacity from restraints on the side edges. They also fail to give guidance on the applicability of the equations to high strength concrete. Further, they do not consider slender walls. In many situations walls have side edges restrained and are composed of high strength concrete with high slenderness ratios. The recognition of these factors in t

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5

Kretzschmar, Gunnar. "The experimental determination of structural design parameters for roof covering systems." Thesis, Stellenbosch : Stellenbosch University, 2011. http://hdl.handle.net/10019.1/18053.

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Thesis (MScEng)--Stellenbosch University, 2011.<br>ENGLISH ABSTRACT: All structures are designed for a particular set of load combinations. For roof structures the critical loading combinations are predominantly wind actions. The accumulative effect of wind actions, by wind entering through dominant openings to exert pressure on the inside of roof structures together with the suction of wind vortices on the outside of the roof, can contribute to extreme load combinations. Frequently recorded failures on roof structures suggest that either the loads are underestimated or the resisting capacit

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6

Mehranfar, Shayan. "Finite Element Modelling and On-Site Measurements for Roof Mounted Photovoltaic Solar Panels under High Wind Load." Thesis, Université d'Ottawa / University of Ottawa, 2014. http://hdl.handle.net/10393/31748.

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The application of dynamic wind load on photovoltaic (PV) solar systems mounted on flat roofs influenced their structural behavior significantly. It is implied that when the PV solar system is exposed to extreme weather characteristics such as low temperatures, these might influence the load distribution along each layer of the solar panel, which is composed by multiple layers of different materials. Therefore, the high record of weather characteristics as one scenario in addition to the field experiment were designed to describe parametric structural behavior of PV solar system help to increa

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7

Richardson, Christine Rosalie, and n/a. "Symbolism in the Courtroom: An Examination of the Influence of Non-Verbal Cues in a District Court Setting on Juror Ability to Focus on the Evidence." Griffith University. School of Criminology and Criminal Justice, 2007. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20070314.095406.

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Described in this thesis is research that examined the influence of courtroom symbolism on jurors' ability to focus on the evidence presented in a criminal trial. This research is unique as participants were 'real' jurors who had, at the time of participation in the research, recently completed deliberations on a District Court trial. To date no other research has explored the interaction between symbolism in the courtroom and the juror experience. The broad research question examined in this research was: Do symbolic elements in the courtroom environment draw juror attention away from the evi

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8

Гуцалюк, Володимир Васильович, та Volodymyr Hutsaliuk. "Дослідження впливу навантажень на кроквяні конструкції різних типів". Thesis, Тернопільський національний технічний університет імені Івана Пулюя, 2017. http://elartu.tntu.edu.ua/handle/123456789/19181.

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Роботу виконано на кафедрі будівельної механіки Тернопільського національного технічного університету імені Івана Пулюя Міністерства освіти і науки України Захист відбудеться 22 лютого 2017 р. о 10.00 годині на засіданні екзаменаційної комісії №7 у Тернопільському національному технічному університеті імені Івана Пулюя за адресою: 46001, м. Тернопіль, вул. Руська, 56, навчальний корпус №2, ауд. 35<br>Визначено і проаналізовано параметри НДС для трапецоїдної і трикутної ферми в програмному комплексі ЛИРА; досліджено граничні стани, перевірено і підібрано перерізи для фер

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9

Danza, Matthew Anthony. "Lateral Restraint Brace Forces in Quarter Point and Third Point Plus Support Braced Z-Purlin Supported Roof Systems Subject to Gravity Load." Thesis, Virginia Tech, 1998. http://hdl.handle.net/10919/36281.

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The objective of this study was to develop design equations that predict lateral restraint forces in two commonly used Z-purlin supported roof systems. These are quarter point bracing and third point plus support bracing. To that end, a stiffness model used in the past has been reintroduced. This model has been modified slightly to better represent roof system behavior. The updated stiffness model was then used to estimate lateral restraint forces for a number of roof systems with a varying cross sectional dimensions of the purlin, number of purlin lines, number of spans, and span length.

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10

Denning, Rebecca, and n/a. "From Policy To Practice: A Study of the Queensland Youth Justice Service: Policy, Implementation and Outcomes for Young Offenders." Griffith University. School of Criminology and Criminal Justice, 2006. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20070112.120302.

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This thesis employs a broad evaluative framework to examine the impact of the Youth Justice Service (YJS) on the post-intervention offending behaviour of young people on community-based court orders. The YJS is a Queensland government policy initiative that aims to monitor compliance with community-based court orders, and identify and address causes of criminal behaviour. The evaluative framework views policy, implementation and impact as distinct but related dimensions of intervention. Reflecting this framework, three primary research questions are addressed: (1) Does the YJS concept repre

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11

Areghan, Joseph I. "Settlement Behavior of a Sandy Loam Due to Suction Changes Associated with Simulated Artificial Tree Roots." Thesis, Université d'Ottawa / University of Ottawa, 2012. http://hdl.handle.net/10393/23514.

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Shallow foundations rested on Leda clay that are widely distributed in Eastern Canada exhibit shrinkage characteristics and are prone to differential settlements. Due to this reason, significant repairs are necessary to the foundations and basements of residential structures constructed in Leda clay deposits. Differential settlements are commonly attributed to the changes in the natural water content of soils associated with water infiltration, evaporation or plant transpiration (i.e., tree-roots-suction). Various research studies have been undertaken to estimate the possible settlements of sh

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12

Zhang, Duo. "Evaluation of the effectiveness of two irrigation systems in reducing bacterial load in root canals in vitro by quantitative real-time polymerase chain reaction." Thesis, University of British Columbia, 2017. http://hdl.handle.net/2429/62461.

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Introduction: Irrigation is regarded as having a key role in one of the main goals of endodontic treatment, the killing and removing bacteria from the infected root canal. Different methods and techniques have been used to deliver irrigating solutions and to facilitate the effectiveness of irrigation. The purpose of this in vitro study was, by using quantitative real-time PCR to determine the effectiveness of two irrigation and cleaning systems in removing multispecies oral biofilms from root canals. Methods: Fifteen extracted human molars were instrumented to size #15/.02 and then cleaned w

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13

Krompolc, František. "Ocelové konstrukce objektů kotelny a strojovny." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226645.

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A steel construction, divided into two parts, was designed for the building object of a production block of a bio power plant. The two parts separate the boiler room and the engine room. Due to the specific load caused by the operation equipment, also several plateaus, consoles, footbridges and technological constructions were designed. A system of principal pillars HEB, transversely frame-connected with plane solid girders IPE, forms the hall construction. Pillars in rows 1 and 4 are rigidly jointed to foundations. A bearing structure of the roof deck is imposed on the girders. It is composed

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14

Prueter, Phillip Edward. "A Study of the Mechanical Design and Gear Tooth Root Strains in Flexible Pin, Multi-Stage, Planetary Wind Turbine Gear Trains Using Three Dimensional Finite Element/Contact Mechanics Models and Experiments." The Ohio State University, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=osu1313372765.

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15

Sido, Ivan, Martin Kassar, and Reem Bassi. "DIMENSIONERING AV TRÄTAKSTOLAR VID BRANDFALL : Enligt Kategori R30, R60." Thesis, Mälardalens högskola, Akademin för ekonomi, samhälle och teknik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-55492.

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The following project work studies trusses and roof structures and their performance during a fire in terms of rules and requirements that needs to be considered. Determination of how resistant truss or roof construction is still heavily dependent on the subjective experience and assessment of professional. It means that nowadays stages of this defining of fire resistance of roof/truss are still in need of clarification. The load combination for accidental load is compared to the ultimate limit state during the fire and it was showed that the loads were lower. The strength of timber during the

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16

Hill, Brycen Thomas. "Root restriction, under-trellis cover cropping, and rootstock modify vine size and berry composition of Cabernet Sauvignon." Thesis, Virginia Tech, 2017. http://hdl.handle.net/10919/75223.

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Vineyards in the Mid-Atlantic often have large, vigorous vines that can be costly to manage and produce inadequate fruit for wine production. Dense canopies increase the incidence of fungal disease, require greater allocation of resources to manage, and inhibit fruit development. The primary objective of these studies was to determine effective vine-size modification treatments that would optimize fruit quality, while reducing labor and chemical control. Research factors included root manipulation, under-trellis ground cover, and rootstock. Treatment levels were root bag (RBG) or no root m

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17

Zorzo, Fábio. "Otimização da estrutura do teto cônico de um tanque atmosférico." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2012. http://hdl.handle.net/10183/61155.

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O projeto do teto cônico de um tanque atmosférico depende da análise de duas condições de carregamento independentes. Para a condição 1 tem-se a carga de peso próprio mais a carga de equipamentos, passarela e outros. Para a condição 2 tem-se a carga de peso próprio mais a carga de vento. A carga de vento muda à medida que se muda o ângulo de inclinação do teto e, essa relação de carga/inclinação, é diferente para cada relação h/D (altura/diâmetro) do tanque. Portanto, a espessura do teto para uma dada inclinação deste é desconhecida e, consequentemente, o seu peso também. Surge então a necessi

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18

Gränne, Fredrik. "Air and Water Tightness in Building Envelopes - Evaluation of Methods for Quality Assurance." Doctoral thesis, KTH, Building Sciences and Engineering, 2001. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3264.

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<p>The purpose of this work is to contribute to a process formaking buildings with good function and to avoid prematurefaults.</p><p>The design, construction and installation of low-slopedroofs are important parts of creating a durable building. Mostof the leakages in low-sloped roofs occur where materials withdifferent thermomechanical properties are joined together. Withbetter knowledge about these joints, the expected service lifecould better be estimated. Common roofing materials onlow-sloped roofs are roof membranes.</p><p>To avoid damages and to minimise energy consumption thedetection o

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19

Canino-Vazquez, Iván R. "Aerodynamic Load Characteristics Evaluation and Tri-Axial Performance Testing on Fiber Reinforced Polymer Connections and Metal Fasteners to Promote Hurricane Damage Mitigation." FIU Digital Commons, 2009. http://digitalcommons.fiu.edu/etd/128.

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Damages during extreme wind events highlight the weaknesses of mechanical fasteners at the roof-to-wall connections in residential timber frame buildings. The allowable capacity of the metal fasteners is based on results of unidirectional component testing that do not simulate realistic tri-axial aerodynamic loading effects. The first objective of this research was to simulate hurricane effects and study hurricane-structure interaction at full-scale, facilitating better understanding of the combined impacts of wind, rain, and debris on inter-component connections at spatial and temporal scales

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20

Očadlík, Martin. "Výstavní pavilon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265243.

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The aim of the final thesis was to design and check the steel loadbearing structure of the exhibition pavilon. The basis for the structural design was a specified building layout. The assessment of the structure was made according to valid czech and european standards, including the system of "Eurocodes". Construction is situated in Zlin. The rectangular plan of the building is 45,0 m wide and 48,0 m long. The peripheral field of the roof is flat, while the central field is designed as a barrel roof. Main truss was designed with 6,0 m centre to centre distance. Structural design of the main lo

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21

Janů, Kateřina. "Mateřská škola." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226573.

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This thesis solves the project of materniti house in moderate terrain. Materniti house is located on the grounds numbers 1475 in the village Jezeřany - Maršovice. The building has two floors. Materniti house is designed for 60 children and 15 employees. Building serves as a pre-school institution for the education of children. The buiding has a load-bearing wall system. The outer walls, load–bearing walls and partitions are from ceramic blocks POROTHERM. Wall is insulated with mineral wool BAUMIT thickness of 100 mm. The ceilings are made of prestressed hollow panels Spiroll HCE 250 thickness

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22

Gomes, Filho João Soares. "Tela de sombreamento e pintura em telhados de modelos reduzidos de galpões avícolas /." Jaboticabal : [s.n.], 2010. http://hdl.handle.net/11449/104944.

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Resumo: Quatro experimentos foram conduzidos para avaliar o efeito do sombreamento artificial e da pintura dos telhados na melhoria do conforto térmico de modelos reduzidos simulando galpões avícolas. Em todos os experimentos foram utilizadas coberturas com telha de fibrocimento, novas, sem cimento amianto, com 4,0mm de espessura. O Experimento 1 foi realizado na Universidade Estadual do Maranhão (UEMA), câmpus de São Luís, onde foram testados cinco tipos de coberturas: 1- sem tela, sem pintura (STSP - controle); 2- com tela a 0,05m de altura da telha, sem pintura (CT5SP); 3- com tela a 0,05m

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23

Kerekanič, Robin. "Analýza přídržnosti hydroizolačních systémů ze samolepicích asfaltových pásů." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372085.

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This diploma thesis focuses on the adhesive of asphalt felts on flat roofs. The practical part evaluates on the basis of experiments the adhesion of self-adhesive asphalt felts on conventional system with warm deck. It proposes and experimentally verifies the method for temperature cycling of samples and the system for causing condensation under bitumen sheet. The influence of temperature and humidity on the adhesion of the bitumen sheet during the realization, the subsequent effects of these influences as well as the condensation test are monitored by static loading. The influence of the dyna

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24

Delshad, Raouf Schwan. "Byggnation av takstolar Lwengo Basilla : Tillverkning och beräkning av erforderliga dimensioner på takstolar för att uppnå en jämn och säker byggprocess i Demokratiska Republiken Kongo." Thesis, KTH, Byggteknik och design, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-148663.

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Denna rapport är en del av ett examensarbete på avdelningen för "Byggteknik och design" med inriktning "husbyggnad, projektering och konstruktion" på Kungliga Tekniska högskolan i Stockholm, Sverige. Rapporten handlar om byggandet av ett tak för en skolbyggnad i byn Lwengo Basilla som ligger i sydöstra delarna av Demokratiska republiken Kongo. Skolprojektet finansieras av en ideell organisation i Sverige som heter "Elikia na Biso" och leds av Miza Landström. Designen och konstruktionen av skolan har tagits fram med hjälp av studenter från olika avdelningar inom Kungliga Tekniska högskolan (KTH

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25

Šmíd, Václav. "Bytový dům, Brno - Židenice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227633.

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Within the frame of my master's thesis I processed a project documentation for a construction of an apartment house in Brno – Židenice. The building is unattached and has 7 floors. On the ground floor there are four individual garages, cellar cubicles and a utility room. There are apartments on all other floors. On the highest floor, there is situated a singular apartment with outdoor terrace and vegetation area. The building is founded on strips made of reinforced concrete, vertical load-bearing structure is made of cermic blocks, floor structure is made of hollow core slabs and staircase is

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26

Kleinová, Eva. "Mateřská škola, Brno - Tuřany." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227210.

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The subject of this thesis is the solution of a new building of nursery school in the part of city Brno – Tuřany. It is a cellarless, detached building and single-storey building. Nursery school will be two classes with 40 children. The floor plan is irregularly – shaped plan with orientation of the classes to the east. Building is designed from structural masonry system Porotherm with contact thermal insulation system. Roofing is solved with use of two different slopes of timber girder.

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Gomes, Filho João Soares [UNESP]. "Tela de sombreamento e pintura em telhados de modelos reduzidos de galpões avícolas." Universidade Estadual Paulista (UNESP), 2010. http://hdl.handle.net/11449/104944.

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Made available in DSpace on 2014-06-11T19:33:33Z (GMT). No. of bitstreams: 0 Previous issue date: 2010-09-21Bitstream added on 2014-06-13T18:45:24Z : No. of bitstreams: 1 gomesfilho_js_dr_jabo.pdf: 765540 bytes, checksum: 15848770f797f69a1af286f79d7dc8d4 (MD5)<br>Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)<br>Quatro experimentos foram conduzidos para avaliar o efeito do sombreamento artificial e da pintura dos telhados na melhoria do conforto térmico de modelos reduzidos simulando galpões avícolas. Em todos os experimentos foram utilizadas coberturas com telha de fibr

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28

Navrátil, Ondřej. "Objekt pro administrativmí a logistické účely." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225455.

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Design of a steel supporting structure for one-storeyed hall based on ground plan of 60 x 80 m, clear height 10 m and total height 13,3 m. In the front part there is along the whole widht designed two-storeyed skeleton structure penetrating into the hall. From the second floor rods supported frontal part which exceeds ground plan by 2 m and on the right side is closed by pre-set cylindric structure with radius 8,6 m which covers the right frontal corner of building. The cylindric structure is around its perimeter distanced max 3,6 m from hall grand plan and is supported by posts. Both spaces h

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Bašista, Ján. "Zastřešení objektu pro společenské účely." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226074.

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The work treats the static recalculation of an existing roof structure of a construction for social purposes and proposes two variants of the design of a new roof structure. The construction has a rectangular ground plan of 30 m x 47 m and the roof structure is placed on the load bearing circumference concrete walls. Except for the load constituted by the function of the construction and by the climatic area, an extra load of 2 tons suspended at any place of the structure is considered because of the special requirement of working and technological equipment. The variant no. 1 is designed from

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Košík, Ondřej. "Železobetonová prefabrikovaná nosná konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409795.

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The aim of the final thesis is to design and structural design report of selected elements of prefabricated storage hall. Processing of foundation drawing, element composition and for each designed element formwork drawing and reinforcement. It is a single-storey hall, where the main structural system consists of a transversal frame columns and prestressed girder. In this final thesis I designed and structural assessed prestressed girder, reinforced concrete purlin, roof bracing, column, grade beam and foundation pad. The calculation software Scia Engineer is used to calculate the effects of i

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Body, Roman. "Návrh ŽB nosné konstrukce víceúčelového objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239973.

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The aim of diploma thesis is design and appraise the structure of the spatial reinforced concrete object founded on foundation slab. The structure is without the cladding. To the calculation of internal forces is used computing software Scia Engineer 15. Roof slab, rung, beam and column are designed. Designed life of the structure is 50 years.

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Bulíček, Radek. "Přepočet a variantní návrh ocelové střešní konstrukce zimního stadiónu v Jihlavě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226914.

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The aim of the thesis is the assessment of steel structure roofing winter stadium in Jihlava city and design of the variant solution of load bearing steel structure of the roof. The ground plan dimensions are 60 x 84 m The current structure is composite of truss main girders with parabolic lower chords, and purlins . Axial distances of main girders are 12 m and are supported on concrete columns. The alternative proposed solution uses arched truss main girders and truss purlins. They are supported on existing concrete columns. All load bearing members of existing and new design structure – main

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Lecián, Martin. "Dřevěná rozhledna." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265701.

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The master's thesis deals with design and static assessment of loadbearing structure the timber viewtower on the hill Hostyn. The shape of the structure is very close oblate spheroid. Towers plan shape is a regular octagon whose outer diameter varies along the height. Tower in the footing and in the top measure 10,5 meters, at mid-height measure 6.5 meters. The height of the viewtower is 35 meters and view floor is located at a height of 30.5 meters. The main structure of tower consists outer towers curved wooden columns and interior steel column. Columns support the horizontal beams and braci

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Fidler, Tomáš. "Zatížení střechy vzdušným proudem vrtulníku při montážních pracích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226473.

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Diploma thesis is focused on modeling rotor downwash generated by the main rotor of helicopter and analyzing its effects on the roof structure. Theoretical definition of rotor downwash flow is described in the first part of the text. Governing equations of computational fluid dynamics are briefly explained as well as boundary layer and finite volume method. Next part inquires into numerical simulation of rotor downwash based on height of rotor above the roof, shape of roof plane and climatic conditions. Results are compared with climatic load values provided by actual Czech construction standa

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Kotík, Libor. "Konstrukce sila na cukr." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227611.

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The matter of this thesis is static design and examination of prestressed storage tank to 50000 tons of sugar. Computational model of the steel roof structure is processed and its effect on the silos. Loads is provided of sugar. Optimal design is performed and assessment ultimate and serviceability limit state reinforced concrete and prestressing horizontal silo wall including local load. Next, it is performed the design of a reinforced concrete of the plane bed and column and assessment at the ultimate limit state. The thesis is also drawing documentation, technical report and visualization o

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Vandrovec, Aleš. "Horský hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226604.

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Master’s thesis theme is mountain hotel project. The hotel has one lower basement and four aboveground floor. It has trditional look and the roof is double-pitched. Floor projection looks like letter "L". Main part has measurements 25,3 x 14,1 m and it has four floor. Extension is on northwest side of main part. It has measuremnts 11,85 x 9,5 m and three floor. Facede of basement and first floor is from stone facing mansory. Facade od second floor of main patr of buildings id timbered looks like curb. Third and fourth floor are attic, gable is vertical timbered. Facade of second floor of exten

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Křenek, Vojtěch. "Mateřská škola." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372005.

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The aim of my diploma thesis is to elaborate project documentation for the execution of a new building of kindergarten. The intention is to construct a new kindergarten which access preschool-age children has visual contact with nature and space of outside. This is purpose why all main windows face south. In the second floor is situated schoolroom for minor activity. The building is designed as brick, using clay blocks which are put on concrete foundation strips. Basement walls are from formwork brick fill concrete and steel armature. Thermal insulation is from contact thermal insulation syste

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Šašinka, Jakub. "Ocelová konstrukce vojenského muzea." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227198.

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The diploma thesis describes the design and assessment of steel structure of the roofing of the military museum in Králíky. The supporting structure of hall is 40.00 meters span. The total layout are 55.93 x 72.04 m, building height 11.43 m, 16.11 m pylon height. Main construction material is steel, grade S355, secondary constructions are made from steel grade S235, rods are made from steel grade S460. I did optimization of steel structure and chose the best option. For this option I made detailed structural analysis. It is prepared by static analysis of the main load-bearing parts of the stru

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Cetkovský, Jan. "Statický návrh nosných konstrukcí bytového domu v Praze." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265290.

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The diploma thesis is aimed for design of load-bearing structures of residental building. The designed parts of building are reinforced concrete two way slab with lintels above 1th floor, reinforced concrete two way cantivelered slab above ground floor, reinforced concrete point-supported slab below ground floor, reinforced concrete columns in basement, reinforced concrete staircase in basement and static check of loadbearing walls in ground floor. The thesis contains static design, which is provided in calculated software RFEM Dlubal 5.07. The result of static design is drawing documentation

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Palík, Lukáš. "Experimentální metody v energetickém hodnocení." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227661.

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The final thesis is focused od the experimental metods in energy rating of building. In the first part is described history of energy rating from the eigtheens to the present and described is the current trend of energy rating in terms of energy performance certificates. In the second part is elaborated energy assessment for apartment building from bricks with six residential units. For the building is drawn a total of 6 measures, of which there are 3 structural and 3 for building equipment. The measures are assembled to variants and the resulting variant is recommended, including recommendati

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Satheeskumar, Navaratnam. "Wind load sharing and vertical load transfer from roof to wall in a timber-framed house." Thesis, 2016. https://researchonline.jcu.edu.au/49793/1/49793-satheeskumar-2016-thesis.pdf.

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Windstorms are one of the major causes of severe damage to houses and other infrastructure. Damage investigations indicate that the roof is the most vulnerable part of a timber-framed house, and that failures take place at inter component connections; hence there is a need to study the load sharing and structural response of these timber-framed house structural systems to assess their performance. Contemporary houses in many parts of Australia are brick veneer structures with metal or tile clad roofs that are built to National Construction Code of Australia's design specifications. Full-sca

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Li, Chun-Yi, and 李俊毅. "The Study of Stability on Load Carrier Foot of Roof Racks." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/82749117850638013183.

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碩士<br>國立雲林科技大學<br>機械工程系<br>104<br>This thesis studies the stability on load carrier foot of roof racks when it is mounted on the vehicle. Sometimes, instability will happen when load carrier foot of roof racks is mounted on different vehicle. In this study, using simulation software ADAMS to do force analysis of load carrier foot when it is mounted on the vehicle. By changing the key parameters to improve the stability of load carrier foot, and by modifying the structure of load carrier foot to confirm the stability when it is mounted on the vehicle.

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黃喻辰. "Innovative Design and Analysis of Car Roof Load Carrier Foot with Fast Locking." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/awkzu8.

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碩士<br>國立雲林科技大學<br>機械工程系<br>105<br>This study mainly focuses on summarizing the shortcomings of the patented Car Roof Load Carrier Foot, and designs a fast-locking of Car Roof Load Carrier Foot, and uses the reverse engineering to construct a car roof model for the foot set. The three-point bending test, the deformation simulation and experiment are carried out to define the material characteristics to be used in the future simulation. By the mechanical free body diagram and dynamic simulation software ADAMS, the strength of the parts are found. Using the static simulation software ANSYS, the s

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Orchard, David. "Correlation of roof loads to wind speed and direction on a post-frame building in real time." 2012. http://hdl.handle.net/1993/5099.

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In 2004 a post-frame structure with plastered straw bales as an in-fill wall system was built at the University of Manitoba. Load cells installed at the top and bottom of ten eave wall posts were intended to measure the tributary load transferred from the roof structure into the supporting posts. In 2011 wind speed and direction were measured adjacent to the structure and correlated to simultaneous load data. A linear regression model relating load to wind speed within four directional quadrants revealed that load behaviour was inconsistent with design-level loading prescribed by the Nation

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Tseng, Hsin-Yao, and 曾信僥. "The Energy Saving Analysis of Heat Recovery From Cooling Waters of an Air Compressed System Applied to Room Heat Load." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/62122491265389972666.

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碩士<br>國立勤益科技大學<br>冷凍空調系<br>99<br>This study investigated the energy saving effect of heat recovery from cooling waters of the air compressed machine, refrigerant dryer and vacuum equipment, which was applied to room heat load. This application designed a bypass piping of the cooling water from the air compressed machine, and drive the high temperature cooling return water from the air compressed machine to the plate heat exchanger to increase the temperature of the low temperature water circulation. The heated water from the heat exchanger was transfer to a room to supply suitable heat load. T

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Amponsah, J. "Chemical ecology and physiology underlying Spongospora subterranea infection of potato : towards manipulating rhizosphere ecology, physiology, and inoculum load for sustainable management of potato powdery scab disease." Thesis, 2021. https://eprints.utas.edu.au/38438/1/Amponsah_whole_thesis.pdf.

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Spongospora subterranea infection diminishes the quality and quantity of harvested potatoes wherever they are grown around the world. Disease control is largely ineffective, at least partially due to the abundance of the highly resistant and long-lived pathogen inoculum within cropping soils present as agglomerations of resting spores. Resting spore germination is induced by root exudate metabolites in a staggered manner over multiple years to release short-lived zoospores that facilitate infection of host plant roots. Premature germination of resting spores in absence of host plants has been

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Гаврилюк, Богдан Васильович, та Bogdan Gavrilyuk. "Торгівельно-офісна будівля із скінченноелементним моделюванням роботи металевої покрівлі та монолітного каркасу". Master's thesis, 2021. http://elartu.tntu.edu.ua/handle/lib/36683.

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Останнім часом в країні збільшується зведення будівель громадського призначення, таких як торгові центри. При цьому актуальним є вирішення питання їх архітектурної виразності та нестандартності планувальних і конструктивних рішень, що в перспективні подальшої експлуатації викличе підвищену цікавість до них потенційних клієнтів. Однією з таких споруд є торгівельно-офісна будівля, проект якої розглядається в цій роботі. При проектуванні даної будівлі застосовано сучасні програмні комплекси для досягнення економічності та надійності конструкцій, а також унікальну конструкцію покриття. Покриття бу

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Schaefer, Steffen. "Verformungen und Spannungen von Kegelradverzahnungen effizient berechnet." Doctoral thesis, 2017. https://tud.qucosa.de/id/qucosa%3A30994.

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Diese Arbeit beschäftigt sich mit speziellen Methoden zur näherungsweisen Berechnung der Zahnverformungen sowie -spannungen im Kontext der Zahnkontaktsimulation von Kegelrad- und Hypoidverzahnungen. Die näherungsweise Berechnung ermöglicht kurze Simulationszeiten und ist damit die Voraussetzung für eine effiziente Verzahnungsoptimierung. Die Anwendung neuer Fertigungsverfahren ermöglicht es, dabei geometrische Ausprägungen des Zahnprofils, Zahnfußes und der Flankentopologie zu realisieren, die mit den speziellen Methoden der näherungsweisen Berechnung bisher nicht oder nur unzureichend genau a

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Saad, Amir N. 1979. "Evaluation of fracture resistance of three post and core systems in endodontically treated teeth under loading to failure; and marginal gap measurement before and after cyclic loading." Thesis, 2009. http://hdl.handle.net/1805/1929.

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Indiana University-Purdue University Indianapolis (IUPUI)<br>The purpose of this study was to evaluate the fracture resistance of three post and core systems in endodontically treated teeth by loading to failure, and to measure marginal gaps before and after cyclic loading. Sixty extracted canines were assigned to three groups. The groups tested were: 1) Single cast post and core (Group CP). 2) Prefabricated metal post and composite resin core (Group MR). 3) Glass fiber post and composite resin core (Group FR). All teeth were obturated and prepared to receive a post and core with a coping

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(8803076), Jordan M. McGraw. "Implementation and Analysis of Co-Located Virtual Reality for Scientific Data Visualization." Thesis, 2020.

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<div>Advancements in virtual reality (VR) technologies have led to overwhelming critique and acclaim in recent years. Academic researchers have already begun to take advantage of these immersive technologies across all manner of settings. Using immersive technologies, educators are able to more easily interpret complex information with students and colleagues. Despite the advantages these technologies bring, some drawbacks still remain. One particular drawback is the difficulty of engaging in immersive environments with others in a shared physical space (i.e., with a shared virtual environment

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