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Дисертації з теми "Shape of building"

Автор: Grafiati

Опубліковано: 3 червня 2025

Оновлено: 31 липня 2025

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1

Su, Z. "Statistical shape modelling : automatic shape model building." Thesis, University College London (University of London), 2011. http://discovery.ucl.ac.uk/1213097/.

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Statistical Shape Models (SSM) have wide applications in image segmentation, surface registration and morphometry. This thesis deals with an important issue in SSM, which is establishing correspondence between a set of shape surfaces on either 2D or 3D. Current methods involve either manual annotation of the data (current ‘gold standard’); or establishing correspondences by using segmentation or registration algorithms; or using an information technique, Minimum Description Length (MDL), as an objective function that measures the utility of a model (the state-of-the-art). This thesis presents

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2

Moyer, Craig E. "Vox Populi: The Crowdsourced Building." University of Cincinnati / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1463130553.

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3

Gupta, Vimal kumar. "Structural control of building frames subjected to earthquake induced excitations using shape memory alloys." Thesis, IIT Delhi, 2016. http://localhost:8080/iit/handle/2074/7015.

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4

Swiegers, Jacobus Johannes. "Inlet and outlet shape design of natural circulation building ventilation systems." Thesis, Stellenbosch : Stellenbosch University, 2015. http://hdl.handle.net/10019.1/97110.

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Thesis (MEng)--Stellenbosch University, 2015.<br>ENGLISH ABSTRACT: Increased awareness of environmental problems has awakened interest in renewable energy systems. Natural ventilation systems are especially of interest, as people spend most of their time indoors. Indoor air quality is an important consideration when human health and occupant comfort is to be maintained. This study focusses on determining the best inlet and outlet shape for a natural ventilation system from a chosen set of configurations. The inlet and outlet configurations were tested on a PDEC (Passive Downdraught Evap

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5

Olsson, Martin. "Thermal Shape Factor : The impact of the building shape and thermal properties on the heating energy demand in Swedish climates." Thesis, Umeå universitet, Institutionen för tillämpad fysik och elektronik, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-125076.

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In the year 2006, the energy performance directive 2002/91/EG was passed by the European Union, according to this directive the Swedish building code was supplemented by a key measure of energy use intensity (EUI). The implemented EUI equals some energy use within a building divided by its floor area and must be calculated in new housing estate and shown when renting or selling housing property. In order to improve the EUI, energy efficiency refurbishments could be implemented. Building energy simulation tools enables a virtual view a building model and can estimate the energy use before imple

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6

Cai, Bin, Arezoo Dianat, Rene Hübner, et al. "Multimetallic Hierarchical Aerogels: Shape-engineering of the Building Blocks for efficient electrocatalysis." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2018. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-236145.

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A new class of multimetallic hierarchical aerogels composed entirely of interconnected Ni‐PdxPty nano‐building‐blocks with in situ engineered morphologies and compositions is demonstrated. The underlying mechanism of the galvanic shape‐engineering is elucidated in terms of nanowelding of intermediate nanoparticles. The hierarchical aerogels integrate two levels of porous structures, leading to improved electrocatalysis performance.

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7

Mora, Carlos F. "Particle size and shape analysis of coarse aggregate using digital image processing." Thesis, Hong Kong : University of Hong Kong, 2000. http://sunzi.lib.hku.hk/hkuto/record.jsp?B22030153.

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8

Liu, Yang. "Quantitative Comparison of Lidar Data and User-generated Three-dimensional Building Models From Google Building Maker." Thesis, University of North Texas, 2012. https://digital.library.unt.edu/ark:/67531/metadc149632/.

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Volunteered geographic information (VGI) has received increased attention as a new paradigm for geographic information production, while light detection and ranging (LiDAR) data is widely applied to many fields. This study quantitatively compares LiDAR data and user-generated 3D building models created using Google Building Maker, and investigate the potential applications of the quantitative measures in support of rapid disaster damage assessment. User-generated 3D building models from Google Building Maker are compared with LiDAR-derived building models using 3D shape signatures. Eighteen 3D

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9

Nelson, Eric (Eric Freeman) 1964. "Dynamic building enclosures : the design of an innovative constructive system which permits mechanically-driven, computer-controlled shape transformations to the building envelope." Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/69400.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Architecture, 1998.<br>Includes bibliographical references (p. 85).<br>Dynamic Building Enclosures is a system of prefabricated, lightweight, kit-of-parts wall and/or roof elements. This system has the unique capability of dynamically altering, or mutating its shape in reaction to changing user requirements or site climate conditions through the manipulation of a mechanically-driven, computer-controlled frame. The system's ability to actively accommodate multiple functions (potentially with high-performance specifications) within a

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10

Pérez, Sala Xavier. "Extending procrustes analysis : building multi-view 2-D models from 3-D human shape samples." Doctoral thesis, Universitat Politècnica de Catalunya, 2015. http://hdl.handle.net/10803/299209.

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This dissertation formalizes the construction of multi-view 2D shape models from 3D data. We propose several extensions of the well-known Procrustes Analysis (PA) algorithm that allow modeling rigid and non-rigid transformations in an efficient manner. The proposed strategies are successfully tested on faces and human bodies datasets. In human perception applications one can set physical restrictions, such as defining faces and human skeletons as sets of anatomical landmarks or articulated bodies. However, the high variation of facial expressions and human postures from different viewpoints m

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11

Kozinski, Mateusz. "Segmentation of facade images with shape priors." Thesis, Paris Est, 2015. http://www.theses.fr/2015PESC1017/document.

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L'objectif de cette thèse concerne l'analyse automatique d'images de façades de bâtiments à partir de descriptions formelles à priori de formes géométriques. Ces informations suggérées par un utilisateur permettent de modéliser, de manière formelle, des contraintes spatiales plus ou moins dures quant à la segmentation sémantique produite par le système. Ceci permet de se défaire de deux principaux écueils inhérents aux méthodes d'analyse de façades existantes qui concernent d'une part la coûteuse fidélité de la segmentation résultante aux données visuelles de départ, d'autre part, la spécifici

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12

JIANG, JING. "Topologically Designed Cylindrical and Spherical Building Blocks to Construct Modular-Assembled Structures in Giant Shape-Amphiphiles." University of Akron / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=akron1523855196482307.

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13

He, Han M. Eng Massachusetts Institute of Technology. "Applications of reference cycle building and K-shape clustering for anomaly detection in the semiconductor manufacturing process." Thesis, Massachusetts Institute of Technology, 2018. http://hdl.handle.net/1721.1/120246.

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Thesis: M. Eng. in Advanced Manufacturing and Design, Massachusetts Institute of Technology, Department of Mechanical Engineering, 2018.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (pages 68-69).<br>Early and accurate anomaly detection plays a key role in reducing costs and improving benefits, especially for complicated and time-consuming manufacturing such as semiconductor production. A case study of detecting anomalies from several monitored parameters during one plasma etching process is presented in this thesis. The thesis focuses on optimized ways to bu

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14

Ciriello, Giovanni. "Structural studies of the ribosome: rRNA building blocks characterization and interactions analysis." Doctoral thesis, Università degli studi di Padova, 2009. http://hdl.handle.net/11577/3426117.

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The first high resolution crystal structures initiated a new era in ribosomal studies in which investigations depend on knowledge of atomic coordinates. The studies I conducted on the three-dimensional structure of the ribosome aim to reveal and understand the ribosome modular organization, and at the same time to investigate protein-RNA interaction mechasisms. All the results presented in this thesis refer to the case study of the large ribosomal subunit 50S of Haloarcula marismortui, omitting the 5S rRNA. Three-dimensional RNA motifs are the basic building blocks of ribosomal RNA (rRNA) ar

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15

MIANI, MARCO. "INNOVATIVE SEISMIC PROTECTION OF EXISTING BUILDINGS BY MEANS OF DISSIPATIVE AND SHAPE MEMORY ALLOY BRACES." Doctoral thesis, Università degli Studi di Trieste, 2021. http://hdl.handle.net/11368/2998141.

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The characterization, conservation and securing of heritage buildings has become a very important issue in many countries, as it is in Italy, where a great number of existing constructions, also of historical-artistic importance, are seismically vulnerable. Knowledge of the history, and geometric and mechanical characteristics are fundamental aspects to assess the state of a construction and to analyse possible interventions. In the first part of this thesis, the techniques of survey and mechanical characterization of the materials are analysed, and the costs of carrying out the materials’ tes

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16

ASSUMMA, VANESSA. "Assessing the Resilience of Socio-Ecological Systems to Shape Scenarios of Territorial Transformation." Doctoral thesis, Politecnico di Torino, 2021. http://hdl.handle.net/11583/2903476.

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17

Ramos, Pablo D. Jr. "SYSTEM IDENTIFICATION OF A BRIDGE-TYPE BUILDING STRUCTURE." DigitalCommons@CalPoly, 2013. https://digitalcommons.calpoly.edu/theses/944.

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The Bridge House is a steel building structure located in Poly Canyon, a rural area inside the campus of California Polytechnic State University, San Luis Obispo. The Bridge House is a one story steel structure supported on 4 concrete piers with a lateral force resisting system (LFRS) composed of ordinary moment frames in the N-S direction and braced frames in the E-W direction and vertically supported by a pair of trusses. The dynamic response of the Bridge House was investigated by means of system identification through ambient and forced vibration testing. Interesting findings such as diaph

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18

Abohela, Islam Mohamed Mahmoud Mohamed. "Effect of roof shape, wind direction, building height and urban configuration on the energy yield and positioning of roof mounted wind turbines." Thesis, University of Newcastle Upon Tyne, 2012. http://hdl.handle.net/10443/1686.

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The increasing interest among architects and planners in designing environmentally friendly buildings has led to a desire to explore and integrate renewable sources of energy within the built environment. Roof mounted wind turbines is a technology that presents a high potential for integration within the built environment. However, there is a state of uncertainty regarding the viability of these wind turbines. This thesis argues that part of this uncertainty is attributed to uninformed decisions about positioning and locating urban wind turbines. This is underpinned by lack of consideration to

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19

Petersson, Viktor, and Andreas Svanberg. "Operational modal analysis and finite element modeling of a low-rise timber building." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-105208.

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Timber is a building material that is becoming more common and of interest for use in high-rise buildings. One of the reasons is that timber requires less energy input for the manufacturing process of the material compared to non-wood based materials. When designing high- rise timber buildings it is of great significance to understand the dynamic behavior of the structure. One method to obtain the dynamic properties is to use Operational Modal Analysis, which is based on the structural response from operational use. Finite element (FE) analysis is a tool which can be used for dynamic analysis

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20

Montás, Laracuente Nelson Bernardo. "Performance Software Approaches for Kinetic Architecture: Programmable Matter Based Simulations." Doctoral thesis, Universitat Internacional de Catalunya, 2016. http://hdl.handle.net/10803/378359.

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The Ph.D. project is basically an investigation and development concerning kinetic architecture design software support that will be used to simulate the behavior of shape memory materials (SMM-- specifically Nickel-Titanium --Ni-Ti-- alloys, Linear -LCP- and multi-block co-polymers -MBCP-) and which will work as either a plug-in, an add-on or a script in an already existing design platform (like Rhino/Grasshopper or Processing) preferably (but not limited to) Open Source that can give architects and engineers the ability to design and test-run kinetic components and, hopefully someday, entire

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21

Muthukumar, Subrahmanyam. "The application of advanced inventory techniques in urban inventory data development to earthquake risk modeling and mitigation in mid-America." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/26662.

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Thesis (Ph.D)--City Planning, Georgia Institute of Technology, 2009.<br>Committee Chair: French, Steven P.; Committee Member: Drummond, William; Committee Member: Goodno, Barry; Committee Member: McCarthy, Patrick; Committee Member: Yang, Jiawen. Part of the SMARTech Electronic Thesis and Dissertation Collection.

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22

Ferreira, Vasco Guedes. "The analysis of primary metered half-hourly electricity and gas consumption in municipal buildings." Thesis, De Montfort University, 2009. http://hdl.handle.net/2086/3268.

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This thesis addressed the need for improved analysis and interpretation of primary meter half-hourly energy consumption data. The current work offers a novel benchmarking technique that was tested for 6 types of municipal buildings. This approach is different from conventional annual benchmarking mainly because it uses electricity and gas data in half-hourly periods, together with outside temperature data. A survey to European local authorities’ metering and monitoring practices was conducted in order to assess municipal energy managers' current procedures and needs in terms of data analysis t

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23

Mateus, Daniel Fernando Tomé. "Projeto baseado em energia." Doctoral thesis, Universidade de Lisboa, Faculdade de Arquitetura, 2020. http://hdl.handle.net/10400.5/20789.

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Tese de Doutoramento em Arquitetura, com a especialização em Desenho e Computação, apresentada na Faculdade de Arquitetura da Universidade de Lisboa para obtenção de grau de Doutor.<br>A presente tese desenvolve um sistema de projeto para o envelope de edifícios, o qual se baseia em processos energéticos, permitindo criar e transformar formas para o envelope de edifícios que sejam capazes de captar de um modo eficiente a irradiação solar incidente no envelope. Pretende assim estabelecer um paradigma de Projeto baseado em Energia, abordando para isso um caso de estudo específico, o Projeto Digi

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24

Hansell, Markus, and Panagiotis Tamtakos. "Dynamic analyses of hollow core slabs : Experimental and numerical analyses of an existing floor." Thesis, KTH, Bro- och stålbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278539.

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For intermediate floors in residential and office buildings, as well as in parking garages and malls, there is a wide use of hollow core concrete slabs in Sweden today. Hollow core slabs are precast and prestressed concrete elements with cylindrical-shaped voids extending along the length of the slab. These structural elements have the advantage compared to cast-in-situ concrete slabs that they have a high strength, due to the prestressing, and that the voids allow for a lower self-weight. Additionally, the voids allow for a reduction in the use of concrete material. These characteristics offe

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25

MENDES, CARLA MARTINS. "BUILDING INTIMACY: SHAME AND MODESTY IN THE FAMILY." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2017. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36237@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO<br>COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>PROGRAMA DE SUPORTE À PÓS-GRADUAÇÃO DE INSTS. DE ENSINO<br>PROGRAMA DE SUPORTE À PÓS-GRADUAÇÃO DE INSTITUIÇÕES COMUNITÁRIAS DE ENSINO PARTICULARES<br>Os sentimentos de vergonha e de pudor desempenham funções reguladoras no processo de construção da intimidade, em particular na família. O contexto social contemporâneo, em consonância com a maior igualdade nas posições familiares, favorece o emergir da vergonha social. A diluição da transmissão geracional do pudor reflete-se na d

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26

Haji, Rasouli Aso. "The cone shaped settlement of Kandovan: A continuation of building traditions." Thesis, Queensland University of Technology, 2018. https://eprints.qut.edu.au/121354/1/Aso_Haji%20Rasouli_Thesis.pdf.

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Анотація:

The 850-year-old settlement of Kandovan, Iran, is the last example of an inhabited cone-shaped architecture that has maintained its socio-cultural cohesion. However, with the arrival of mass tourism during the 21st century, this status quo has become increasingly untenable due to significant changes to its socio-cultural context. The findings of this study showed that these changes have resulted in substantial modifications to its architecture. It is expected that the results of this study will provide a foundation for the future management and preservation of this unique settlement.

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27

Hossain, Afrin. "Seismic Performance of concrete buildings reinforced with superelastic shape memory alloy rebars." Thesis, University of British Columbia, 2013. http://hdl.handle.net/2429/44785.

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In this study, superelastic shape memory alloy (SMA) rebar was used as reinforcement in the plastic hinge regions of reinforced concrete beams. Twenty different reinforced concrete (RC) moment resisting frames of three different heights (3, 6, and 8-storys) were used in this study where SMA is gradually introduced from level 1 to the top most floor. The frames were designed according to the recent code of (CSA A23.3-04 2004) and assumed to be located in the high seismic zone of Western Canada. Nonlinear static pushover analysis and incremental dynamic analysis, (IDA) considering 20 earthquake

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28

Rimal, Sujan Kumar, and Levi Grennvall. "Analysis of Tripod shaped high rise building using Tubed Mega Frame structures." Thesis, KTH, Betongbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-209677.

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Most of the tall buildings that are built today have a straight and vertical shape, because vertical buildings are more stable and easily built than slanted ones. In the case of vertical building, bending moments in the base only exists from horizontal loads such as wind and seismic loads, but in slanted buildings there will also be bending moments from dead and live loads. In addition, transportation inside the building is also a challenge when it comes to slanted buildings. However, a new elevator system that ThyssenKrupp has developed will solve that problem. This new elevator has an abilit

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29

Kašuba, Patrik. "Polyfunkčný dom Brno-Řečkovice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371948.

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The aim of the diploma thesis is processing of the design documentation to execution newly-built multifunctional building in the city part Brno - Řečkovice. Multifunctional building is a detached house, which is located in a quiet area on the edge city. This is a five floor building with four floor, one basement and flat roof. Building is rectangular shape. At the object are twelve parking spaces for cars. Vertical load-bearing structure are made of masonry and reinforced frame system, reinforced concrete floor and prestressed hollow core slab Spiroll. External facade building is created by re

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30

Powell, Meriel. "Exploring the territory of shame : building awareness of ways in and out of shame through a co-creative investigation of metaphors around the shame experience." Thesis, Middlesex University, 2016. http://eprints.mdx.ac.uk/21310/.

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The aim of the present qualitative heuristic and hermeneutic phenomenological study was to create a broad and accurate picture of the shame affect and provide both a description of the experience of the torment of shame, and ways out of shame. Five experienced psychotherapists, interested in shame, working as supervisors, trainers, managers of counselling and psychotherapy services, and writers of psychotherapy books, participated in seven semi-structured interviews totalling seven hours. The interviews focused on the use of metaphors when working with shame issues in therapy, supervision and

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31

Pino, Merino Denis Ademir. "Dynamic response of post-tensioned timber frame buildings." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2011. http://hdl.handle.net/10092/6598.

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An extensive research program is on-going at the University of Canterbury, New Zealand to develop new technologies to permit the construction of multi-storey timber buildings in earthquake prone areas. The system combines engineered timber beams, columns and walls with ductile moment resisting connections using post-tensioned tendons and eventually energy dissipaters. The extensive experimental testing on post-tensioned timber building systems has proved a remarkable lateral response of the proposed solutions. A wide number of post-tensioned timber subassemblies, including beam-column connect

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32

Al-Dossary, Mona K. "A study of current residential buildings in Al-Khobar and the forces that shape them." Thesis, University of Bath, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.343772.

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33

Hečková, Beata. "Návrh a posouzení ŽB skeletu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227787.

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This diploma thesis deal with of the design of selected parts of a monolithic reinforced concrete building. Static solution includes an assessment of slab in local supports, calculation of columns, beam, stair and footing. The building will be used as an multifunctional building. In this thesis was developed a static calculation, reinforcement drawings and shape drawings.

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34

Li, Ai. "Estimation of wind-induced dynamic responses of tall buildings of non-ideal mode shapes by time domain analysis." Click to view the E-thesis via HKUTO, 2007. http://sunzi.lib.hku.hk/hkuto/record/B39004995.

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35

Liu, Lu. "Using blocks to construct 3D shapes and create transformation animations." Texas A&M University, 2006. http://hdl.handle.net/1969.1/4869.

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The objective of this research is to develop methods by which we can use blocks to approximate the shapes of 3D objects and to generate shape transformation animations. Two graphic tools are developed. One assists the animator in constructing 3D shapes with bricks of different sizes and matching up the different shapes. The other tool helps the animator generate a transformation animation of those bricks. Using polygon shape data, these tools can procedurally place the bricks and control their animation. Several different methods for animation are introduced. Those methods provide different wa

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36

Lee, Jooeun S. M. Massachusetts Institute of Technology. "The role of the aerodynamic modifications of the shapes of tall buildings." Thesis, Massachusetts Institute of Technology, 2011. http://hdl.handle.net/1721.1/66869.

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Анотація:

Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2011.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references.<br>With the advances in technology, recent tall building design has undergone a shift to the free-style geometric forms in the exuberant and liberal atmosphere. As a height of the building increases, it is more susceptible to vibration caused by wind because of its asymmetric distribution of mass and stiffness, increased flexibility and insufficient inherent damping. This wind-induced motion, in particular cro

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37

Yip, Mo-bing. "Housing design as a shaper of dwellers' behaviour : a study of the high density high rise housing in Hong Kong /." Hong Kong : University of Hong Kong, 1996. http://sunzi.lib.hku.hk/hkuto/record.jsp?B18812399.

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38

Li, Ai, and 李愛. "Estimation of wind-induced dynamic responses of tall buildings of non-ideal mode shapes by time domain analysis." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2007. http://hub.hku.hk/bib/B39004995.

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39

Demirok, Emel. "3d-fe Model Field-calibration And Rating Studies On Existing R/c Buildings." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607223/index.pdf.

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Dynamic instrumentation and a series of ambient vibration tests were performed on a four storey strengthened R/C building within the scope of this study. Traffic load and wind load were accepted as natural dynamic loads and the vibrations were recorded by sensitive accelerometers.For that study, 12 uniaxial, 1 triaxial accelerometers and a 15 channel data logger system were used. Four sets of dynamic measurements were recorded over a period of 6 months. Recorded readings were analyzed using UPC, PC and CVA algorithms and Artemis software. The natural freqeuncies, mode shape of the tested build

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40

Janisch, Filip. "Nosná ŽB konstrukce bytového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226919.

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The project deals with the lower part of the construction of a residential building. The parking spaces are situated in three underground floors. The five floors occur in the over-ground part of the building. The building is based on the secant walls of Milan around the perimeter. Internal walls and columns are supported with micropiles. In this project are designed base plate, external walls and stairs. Static system and the calculation of the internal forces was carried out in Scia Engineer 2012 Student version.

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41

Kika, Aleš. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227207.

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The project deals the part of the structure of multifunctional building . It is a multi-storey building. In this project are designed slab, basement wall, continous footing, column and footing . Static system and the calculations of the internal forces was conducted in a student version of Scia Engineer 2012.

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42

Eyer, David. "Vitalita v architektonickém prostředí." Doctoral thesis, Vysoké učení technické v Brně. Fakulta architektury, 2017. http://www.nusl.cz/ntk/nusl-263402.

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More and more research studies are being conducted on the quality of architectural space as a factor affecting our mental, social and physical health. In the past, this topic was often overlooked in its complexity. The establishment of the specialized fields of building biology, biophilic architecture and the works of Christopher Alexander and Nikos Salingaros now allow us to consider various facets of this subject. This dissertation aims to analyse the topic of vitality in architectural space by studying the abilities and perceptions of its users. Therefore its aim is not to develop a new the

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43

Simon, Loïc. "Procedural reconstruction of buildings : towards large scale automatic 3D modeling of urban environments." Phd thesis, Ecole Centrale Paris, 2011. http://tel.archives-ouvertes.fr/tel-00637638.

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This thesis is devoted to 2D and 3D modeling of urban environments using structured representations and grammars. Our approach introduces a semantic representation for buildings that encodes expected architectural constraints and is able to derive complex instances using fairly simple grammars. Furthermore, we propose two novel inference algorithms to parse images using such grammars. To this end, a steepest ascent hill climbing concept is considered to derive the grammar and the corresponding parameters from a single facade view. It combines the grammar constraints with the expected visual pr

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44

Adams, Kevin J. "Preaching grace to image-saturated audiences building a grace-full congregation in a video-shaped world /." Online full text .pdf document, available to Fuller patrons only, 2003. http://www.tren.com.

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45

Sakne, Matiss. "Structural design and performance of tube mega frame in arch-shaped high-rise buildings." Thesis, KTH, Bro- och stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-210024.

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A recent development and innovation in elevator technologies have sprawled interest in how these technologies would affect the forms and shapes of future high-rise buildings. The elevator that uses linear motors instead of ropes and can thus travel horizontally and on inclines is of particular interest. Once the vertical cores are no longer needed for the elevators, new and radical building forms and shapes are anticipated. It is expected that the buildings will have bridges and/or the buildings themselves will structurally perform more like bridges than buildings, therefore this study address

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46

Taftali, Berk. "Probabilistic Seismic Demand Assessment of Steel Frames with Shape Memory Alloy Connections." Diss., Georgia Institute of Technology, 2007. http://hdl.handle.net/1853/16271.

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Shape Memory Alloys (SMAs) exhibit the ability to undergo large deformations but can recover permanent strains via heating (shape memory effect) or when stress is removed (superelastic effect). This study evaluates the comparative seismic performance of steel moment resisting frames (SMRFs) with innovative beam-to-column connections that use SMA bars as connecting elements. The performance evaluation studies are based on two types of SMA beam-to-column connections: (1) superelastic SMA connections with recentering capability; (2) martensitic SMA connections with high energy dissipation capac

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47

Grosser, Tobias. "A decoupled approach to high-level loop optimization : tile shapes, polyhedral building blocks and low-level compilers." Thesis, Paris 6, 2014. http://www.theses.fr/2014PA066270/document.

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Malgré des décennies de recherche sur l’optimisation de boucle auxhaut niveau et leur intégration réussie dans les compilateurs C/C++et FORTRAN, la plupart des systèmes de transformation de bouclene traitent que partiellement les défis posé par la complexité croissanteet la diversité du matériel d’aujourd’hui. L’exploitation de laconnaissance dédiée a un domaine d’application pour obtenir le codeoptimal pour cibles complexes, tels que des accélérateurs ou des microprocessorsmulti-coeur, pose des problèmes pour les formalismeset outils d’optimisation de boucle existants. En conséquence, de nouv

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Grosser, Tobias. "A decoupled approach to high-level loop optimization : tile shapes, polyhedral building blocks and low-level compilers." Electronic Thesis or Diss., Paris 6, 2014. https://accesdistant.sorbonne-universite.fr/login?url=https://theses-intra.sorbonne-universite.fr/2014PA066270.pdf.

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Malgré des décennies de recherche sur l’optimisation de boucle auxhaut niveau et leur intégration réussie dans les compilateurs C/C++et FORTRAN, la plupart des systèmes de transformation de bouclene traitent que partiellement les défis posé par la complexité croissanteet la diversité du matériel d’aujourd’hui. L’exploitation de laconnaissance dédiée a un domaine d’application pour obtenir le codeoptimal pour cibles complexes, tels que des accélérateurs ou des microprocessorsmulti-coeur, pose des problèmes pour les formalismeset outils d’optimisation de boucle existants. En conséquence, de nouv

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49

Casagrande, Daniele. "Study of Timber-frame Building Seismic behaviour by Means of numerical modelling and Full-scale shake table testing." Doctoral thesis, Università degli studi di Trento, 2014. https://hdl.handle.net/11572/367602.

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This thesis regards the study of the seismic behaviour of timber-frame buildings. Three are the main sections. Firstly, the study of the linear and non-linear behaviour of a timber-frame wall subjected to a horizontal force is presented, suggesting some analytical expression to correlate the mechanical behaviour of the entire wall to the mechanical properties of connection devices (i.e. fasteners, angle brackets and hold-down). Particular attention was paid to the ductility of each component. Secondly, a numerical modelling for the seismic linear analysis of multi-storey walls is proposed. In

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50

Casagrande, Daniele. "Study of Timber-frame Building Seismic behaviour by Means of numerical modelling and Full-scale shake table testing." Doctoral thesis, University of Trento, 2014. http://eprints-phd.biblio.unitn.it/1222/2/Daniele_Casagrande_-_Phd_Thesis.pdf.

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This thesis regards the study of the seismic behaviour of timber-frame buildings. Three are the main sections. Firstly, the study of the linear and non-linear behaviour of a timber-frame wall subjected to a horizontal force is presented, suggesting some analytical expression to correlate the mechanical behaviour of the entire wall to the mechanical properties of connection devices (i.e. fasteners, angle brackets and hold-down). Particular attention was paid to the ductility of each component. Secondly, a numerical modelling for the seismic linear analysis of multi-storey walls is proposed. In

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