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Dissertations / Theses on the topic 'Walls and columns'

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Published: 28 June 2021
Last updated: 29 July 2025

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1

Chung, Yueh-minne. "Columns and walls : the interplay between structure and space." Thesis, Massachusetts Institute of Technology, 1989. http://hdl.handle.net/1721.1/65201.

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2

Moragaspitiya, Himenshu Nalindrajith. "Interactive axial shortening of columns and walls in high rise buildings." Thesis, Queensland University of Technology, 2011. https://eprints.qut.edu.au/48026/1/Himenshu_Moragaspitiya_Thesis.pdf.

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Concrete is commonly used as a primary construction material for tall building construction. Load bearing components such as columns and walls in concrete buildings are subjected to instantaneous and long term axial shortening caused by the time dependent effects of "shrinkage", "creep" and "elastic" deformations. Reinforcing steel content, variable concrete modulus, volume to surface area ratio of the elements and environmental conditions govern axial shortening. The impact of differential axial shortening among columns and core shear walls escalate with increasing building height. Differen
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3

BRESSANELLI, Michele Egidio (ORCID:0000-0002-6582-6845). "Sistemi strutturali ricentranti per strutture resilienti al sisma: rocking walls e rocking columns." Doctoral thesis, Università degli studi di Bergamo, 2022. http://hdl.handle.net/10446/227576.

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Nella progettazione antisismica si tende a realizzare costruzioni resilienti in grado di incassare danni progressivamente più consistenti al crescere dell’intensità sismica, conservando in ogni caso una ragionevole distanza dal collasso strutturale. Perché ciò sia possibile è necessario che le strutture siano in grado di mantenere un comportamento stabile in campo inelastico. Un metodo per ottenere edifici resilienti è l’utilizzo di sistemi ricentranti ottenuti con l’inserimento di cavi post-tesi non aderenti all’interno di elementi strutturali. Tali sistemi sono noti con il termine di rocking
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4

Harris, Amodeo Karen Ann. "A House on Saint Croix." Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/40817.

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There is an undefinable order in the universe. In our solar system, nine planets revolve around one sun. The earths’ orbit around the sun takes 365 days. The moons’ orbit about the earth take 30 days. The earths’ revolution about its own axis takes 24 hours. The sun rises in the east and sets in the west. This is how man begins to define his portion of the universe, to distinguish limits. There is much more to explore, learn and explain. As humans we subconsciously desire a harmony and balance around us. Order. It is a physical, tangible presence that we can see, label and understand
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5

Lau, J. C. K. "The strength of masonry walls and columns of geometric cross section subjected to axial load and bending." Thesis, University of Manchester, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.705159.

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6

Vora, Hitesh Yu Cheng. "Shear wall tests and finite element analysis of cold-formed steel structural members." [Denton, Tex.] : University of North Texas, 2008. http://digital.library.unt.edu/permalink/meta-dc-9726.

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7

Mati, Shepherd A. "Brick walls or brick columns? : management responses to the challenge of sustainability in community radio with special reference to Bush Radio and Radio Zibonele." Thesis, Stellenbosch : Stellenbosch University, 2001. http://hdl.handle.net/10019.1/52153.

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Thesis (MPhil) -- University of Stellenbosch, 2001.<br>ENGLISH ABSTRACT: Community radio stations in South Africa are faced with a huge challenge to become sustainable in the process of serving their communities. The issue of sustainability itself is complex and shaped by a range of conditionalities. These include community participation, funding, regulatory and licencing factors, staff and management expertise, and the strategic planning and management capacity of a station. Often the communities themselves are materially poor and unable to contribute in monetary terms to the radio sta
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8

Simões, Yagho de Souza. "Análise numérica de pilares de aço isolados e inseridos em paredes em situação de incêndio." Universidade de São Paulo, 2018. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26042018-102934/.

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Em um incêndio, pilares de aço inseridos em paredes apresentam uma resposta termoestrutural diferente daqueles isolados, de modo que a compartimentação oferece um aumento de sua resistência ao fogo. Poucos estudos foram desenvolvidos até o presente momento para avaliar o desempenho de pilares em contato com paredes, sendo que aqueles já realizados apresentaram respostas que ainda deixam dúvidas sobre esses elementos. Diante disso, este trabalho propõe analisar, em contexto numérico, o comportamento de pilares de aço isolados e inseridos em paredes sujeitos à ação térmica, a partir do uso do có
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9

Mahasantipiya, Sedtha. "Analysis the behaviour of spread footing for highway bridge foundation." Ohio University / OhioLINK, 1995. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1179259867.

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10

Vora, Hitesh. "Shear Wall Tests and Finite Element Analysis of Cold-Formed Steel Structural Members." Thesis, University of North Texas, 2008. https://digital.library.unt.edu/ark:/67531/metadc9726/.

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The research was focused on the three major structural elements of a typical cold-formed steel building - shear wall, floor joist, and column. Part 1 of the thesis explored wider options in the steel sheet sheathing for shear walls. An experimental research was conducted on 0.030 in and 0.033 in. (2:1 and 4:1 aspect ratios) and 0.027 in. (2:1 aspect ratio) steel sheet shear walls and the results provided nominal shear strengths for the American Iron and Steel Institute Lateral Design Standard. Part 2 of this thesis optimized the web hole profile for a new generation C-joist, and the web crippl
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11

Skoupá, Karolina. "Polyfunkční dům v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265321.

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This diploma thesis deals with the supporting structure of the Multifunctional house in Brno. Elements are solved locally supported slab, columns, walls, patka.Statický calculation of internal forces was conducted in Scia Engineering.
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12

Campos, Gabriela Mazureki. "Recomendações para o projeto de cálices de fundação." Universidade de São Paulo, 2010. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06042010-110440/.

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Essa pesquisa apresenta um estudo a respeito de cálices de fundação com colarinho. O trabalho foi elaborado a partir de uma análise crítica e síntese de resultados de estudos experimentais e numéricos desenvolvidos na Escola de Engenharia de São Carlos - Universidade de São Paulo (EESC-USP) sobre a ligação pilar-fundação por meio de cálice para estruturas de concreto pré-moldado. Esses estudos englobam uma tese de doutorado e três dissertações de mestrado, em que foram abordadas diversas situações de projeto dessa ligação. A partir dos resultados dessas pesquisas são elaboradas recomendações p
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13

Hrubjaková, Petra. "Architektonická studie sakrálního objektu a komunitního centra Salesiánského Brno - Líšeň / druhá etapa." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2021. http://www.nusl.cz/ntk/nusl-443686.

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By entering the diploma thesis is to create an architectural study of the sacral object and the Salesian community center in Brno - Líšeň. The first mention of the creating church appeared in 1987 and because of this reason Salesians came to this city, they focus on working with children and youth, according to Don Bosca. Their method od education was reflected in the overall project concept. The building will be linked to the existing object of the Salesian Youth Center, but it will also serve for a wider circle of believers. The consecration of the church will be a third divine person - the
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14

Triantafyllou, Constantinos. "The design optimisation and integration of dividing wall distillation columns." Thesis, University of Manchester, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.357413.

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15

Guo, XuHua. "EFFECTS OF COLUMN STIFFNESS ON SEISMIC BEHAVIOR OF STEEL PLATE SHEAR WALLS." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/639.

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Steel plate shear walls (SPSWs) are a lateral force resisting system consisting of thin infill steel plates surrounded by boundary frame members. The infill steel plates are allowed to buckle in shear and subsequently form diagonal tension field actions during earthquake events. Hysteretic energy dissipation of this system is primarily achieved through yielding of the infill plates. Conceptually, in a SPSW system with ideally rigid columns pinned to ground, the infill plates at different stories will yield simultaneously as a result of the lateral loads. However, when the columns become flexib
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16

Hedman-Pétursson, Eva. "Column buckling with restraint from sandwich wall elements /." Luleå, 2001. http://epubl.luth.se/1402-1544/2001/27/index.html.

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17

Abdul, Mutalib M. I. "Operation and control of the dividing wall column." Thesis, University of Manchester, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.680162.

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18

Amminudin, Kamarul A. "Design and optimisation of the dividing wall column." Thesis, University of Manchester, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.683932.

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19

Bazargani, Poureya. "Seismic demands on gravity-load columns of reinforced concrete shear wall buildings." Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/46651.

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In shear wall buildings, walls serve as the seismic force resisting system while the gravity-load system consists of columns that are primarily designed to carry the weight of the building through frame action and are not detailed for seismic ductility. Design codes require the gravity-load system to be checked for deformation compatibility as the building deforms laterally. The process of checking the columns for adequate deformability still requires more work. In addition to flexural deformations, components such as shear strain and rotation of the foundation contribute significantly to lat
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20

Amminudin, Kamarul Ariffin. "Design and optimisation of the dividing wall distillation column /." Online version, 1999. http://ethos.bl.uk/OrderDetails.do?did=1&uin=uk.bl.ethos.357413.

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21

Štěpánková, Věra. "Bytový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225776.

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The project addresses the design documentation of a residential building. It is a detached house. The building has one basement and three floors. Residential house is a basement with a flat roof. The structural system consists of reinforced concrete columns and reinforced concrete ceiling. Perimeter and interior masonry infill masonry infill is composed of blocks YTONG. The roof is a single casing. The construction is based on the foundation footings and passports.
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22

Skosana, Petrus Jabu. "Wall Heat Transfer Coefficient in a Molten Salt Bubble Column." Diss., University of Pretoria, 2014. http://hdl.handle.net/2263/46246.

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The Council for Scientific and Industrial Research (CSIR) is developing a novel process to produce titanium metal at a lower cost than the current Kroll process used commercially. The technology initiated by the CSIR will benefit South Africa in achieving the long-term goal of establishing a competitive titanium metal industry. A bubble column reactor is one of the suitable reactors that were considered for the production of titanium metal. This reactor will be operated with a molten salt medium. Bubble columns are widely used in various fields of process engineering, such as oxidation,
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23

Ozturk, Mehmet Selim. "Effects Of Masonry Infill Walls On The Seismic Performance Of Buildings." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606753/index.pdf.

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In Turkey, in most of the reinforced concrete buildings, hallow masonry infill walls are used as a non-structural element, during design stage, their contribution to overall building behavior is not well known. Observations made after the earthquakes revealed that these non-structural elements had beneficial effects on the lateral capacity of the building. In this study, the contribution of the hallow masonry infill walls to the lateral behavior of reinforced concrete buildings was investigated. For this purpose, two different buildings were chosen as case studies. Three and six story symmetri
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24

Tiong, Ching Ching. "Modelling and Optimization of Dividing-Wall Column: Stage-by-Stage Calculation Approach." Thesis, Curtin University, 2017. http://hdl.handle.net/20.500.11937/59660.

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The current PhD study aims to address the challenges in the design of dividing-wall column (DWC). The contributions of this research can be seen in three phases of DWC design: process design, equipment design and optimization. Two novel process design algorithms and one equipment design algorithm have been proposed. These novel algorithms are then incorporated in the optimization model of DWC to minimize the Total Annualized Cost (TAC) within hydraulic and purity constraints.
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25

Keogh, Andrew James, of Western Sydney Hawkesbury University, Faculty of Science and Technology, and School of Applied and Environmental Sciences. "Systems management of Glenbrook Lagoon, New South Wales." THESIS_FST_AES_Keogh_A.xml, 1996. http://handle.uws.edu.au:8081/1959.7/423.

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Glenbrook Lagoon, an 8 hectare lake receiving rainfall runoff from a residential catchment, is experiencing nutrient enrichment problems expressed as excessive aquatic plant presence. This study aims to assess the relative nutrient contribution of the total system compartments, including catchment loading, water column, aquatic plants and surface sediment. This information is utilised in the formulation of management strategies which may produce a sustainable nutrient reduction and general improvement in the system. The total nutrient content of the aquatic system was determined to be high in
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26

Pinzón, Ricardo Andrés Tusso. "Otimização econômica de sequências de colunas de destilação convencionais e coluna com parede dividida para a mistura benzeno, tolueno e p-xileno." Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/3/3137/tde-24122014-115533/.

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A destilação é um processo de separação com uma alta demanda de energia, razão pela qual, através de diferentes épocas tem sido estudadas diferentes configurações. O problema da separação de misturas multicomponente pode envolver sequências de colunas de destilação convencionais. Neste caso, surge um problema combinatório a fim de projetar a sequência mais econômica de separação. Por outro lado, em anos recentes têm sido proposto o uso de equipamentos alternativos, sendo as colunas com paredes divididas uma opção bastante estudada que se caracterizam pela integração de 2 seções de colunas comp
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27

Vyhnalíková, Kateřina. "Betonová konstrukce krytého parkoviště pro bytové domy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240439.

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The aim of diploma thesis is a design and an assessment of selected structural elements of one floor in monolithic concrete structures serving as covered parking for an apartment house. Software RFEM is used here to calculate internal forces. The thesis also includes manual calculation of internal forces and comparison with software results. It also includes drawings of proposed solution. All calculation are done in accordance with Eurocode 2.
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28

Akis, Tolga. "Lateral Load Analysis Of Shear Wall-frame Structures." Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/3/12604713/index.pdf.

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The purpose of this study is to model and analyze the nonplanar shear wall assemblies of shear wall-frame structures. Two three dimensional models, for open and closed section shear wall assemblies, are developed. These models are based on conventional wide column analogy, in which a planar shear wall is replaced by an idealized frame structure consisting of a column and rigid beams located at floor levels. The rigid diaphragm floor assumption, which is widely used in the analysis of multistorey building structures, is also taken into consideration. The connections of the rigid beams are relea
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29

Adams, Tiffany E. "Stability of Levees and Floodwalls Supported by Deep-Mixed Shear Walls: Five Case Studies in the New Orleans Area." Diss., Virginia Tech, 2011. http://hdl.handle.net/10919/29065.

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Increasing interest, from the U.S. Army Corps of Engineers (USACE) and other agencies, in using deep-mixing methods (DMM) to improve the stability of levees constructed on soft ground is driven by the need to reduce levee footprints and environmental impacts and to allow for more rapid construction. Suitable methods for analysis and design of these systems are needed to ensure that the DMM technology is properly applied. DMM shear walls oriented perpendicular to the levee alignment are an effective arrangement for supporting unbalanced lateral loads. Shear walls constructed by overlapping ind
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30

Nguyen, Trung Dung. "Conceptual design, simulation and experimental validation of divided wall column : application for non-reactive and reactive mixture." Phd thesis, Toulouse, INPT, 2015. http://oatao.univ-toulouse.fr/13866/1/nguyen.pdf.

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Divided wall column and reactive distillation have many advantages. If a divided wall column and a reactive distillation are integrated, they leads to a higher integrated process is a reactive divided wall column. However reactive divided wall column has still a new research area. First of all, the thesis proposed a procedure for design of divided wall column, which based on the FUGK model. Both technological and hydrodynamic aspects in the divided wall column are considered in the procedure. Design parameters are then provided to the rigorous simulation and optimization in the ProSimplus soft
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31

Jönsson, Fredrik. "Sanctuary of the Man-made." Thesis, KTH, Arkitektur, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-223410.

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They seek to embrace and understand the complexity of the man-made. They live alongside one another in a cluster - reflecting, synthesizing, producing and celebrating. They created their spaces and hierarchies through the basic principles of the wall and the column. The Sanctuary of the Man-made is an exploration of elements through a narrative that aims for a deeper understanding of human built complexity.
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32

Gelder, David Camenish. "Buckling and Crippling of Square Steel Thin-Walled Tubes Fabricated with Symmetrically-Overlapping U-Channels and Foam." BYU ScholarsArchive, 2012. https://scholarsarchive.byu.edu/etd/3346.

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Testing and analysis has been performed on square steel thin-walled tubes fabricated using symmetrically-overlapping U-channels and foam. This research analyzes flange-to-flange attachment, effect of foam in the columns, effect of adhesive stiffness, and influence of steel thickness, as related to the local buckling loads, global buckling loads, and crippling loads. Four 14-foot (4.27 m) foam-filled, thin-walled, galvanized steel columns were manufactured by Novatek, Inc. and tested in axial compression with pinned boundary conditions. For three of the four configurations, the two-piece 4-in.
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33

Al, Ateah Ali H. "NUMERICAL STUDY OF MULTIPLE ROCKING SELF-CENTERINGROCKING CORE SYSTEMS WITH BUCKLING-RESTRAINED COLUMNSFOR MID-RISE BUILDINGS." University of Akron / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=akron1511816354436547.

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34

Lehoťák, Roman. "Návrh betonové konstrukce s ohledem na požární odolnost." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2021. http://www.nusl.cz/ntk/nusl-444631.

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The diploma thesis deals with the analysis of internal forces and the design of the reinforcement of a reinforced concrete monolithic slab, a reinforcing wall and a column in the 1st floor of a dairy hall building. The fire resistance of selected structures was taken into account during dimensioning. The calculation of the internal forces was performed by the finite element method in Dlubal RFEM 5.24.
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35

Neužil, David. "Statické řešení nosné železobetonové konstrukce rodinné vily." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240199.

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Master thesis describes design of reinforced concrete structure for family villa. Building is situated to the slope. Only chosen parts of concrete structure was designed and checked for ultimate limit state. Building consist of basemen and two floors. Part of second floor is cantilevered. Cantilevered part was designed according to vertical deflection. Building foundation consist of waterproof slabs. Walls in contact with soil are considered as waterproof, as well.
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36

Gunalan, Shanmuganathan. "Structural behaviour and design of cold-formed steel wall systems under fire conditions." Thesis, Queensland University of Technology, 2011. https://eprints.qut.edu.au/49799/1/Shanmuganathan_Gunalan_Thesis.pdf.

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In recent times, light gauge steel framed (LSF) structures, such as cold-formed steel wall systems, are increasingly used, but without a full understanding of their fire performance. Traditionally the fire resistance rating of these load-bearing LSF wall systems is based on approximate prescriptive methods developed based on limited fire tests. Very often they are limited to standard wall configurations used by the industry. Increased fire rating is provided simply by adding more plasterboards to these walls. This is not an acceptable situation as it not only inhibits innovation and structural
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37

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.

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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 schedul
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Rafiee, Nima. "Process design and energy efficiency analysis of an oil and gas processing plant." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.

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Abstract The objective of this thesis is process design to prepare a heat and mass balance and associated equipment list that will process untreated reservoir fluids to allow export of saleable gas and oil in an oil and gas processing plant. Gas will be exported to an existing pipeline, oil to a nearby shuttle tanker. By energy efficiency analysis, some energy saving opportunities has been found such as heat integration, replacing control valves with expanders and improving pumps and compressors adiabatic efficiency and then the amount of power recovered through these opportunities have been
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Severa, Aleš. "Obytný komplex s provozovnou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227444.

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This thesis deals with the layout, construction, fire and thermal technical solution for residential building with business part. The residential complex is divided into four functional parts - underground garages, administrative, operational and residential part. This proposed building has four floors and a basement. The upper floor is sheltered by a flat roof. The constructional system is made of reinforced concrete columns and walls in the first two floors, as for the next floors the brick wall construction is used. The ceiling construction is a monolithic reinforced concrete panel with cro
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40

Kolibač, Radek. "Obytný dům ERASMUS, Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226927.

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The objective of this thesis was to design and check typical elements of the 5th storey of monolithic reinforced concrete structure of residential building. Horizontal load-bearing structure consists of a continuous slab of six fields with reinforcing ribs, which are located under the building envelope, bidirectional slab simply supported, further staircase beam and lintels in the corridors and loggias. Vertical structures consist of walls and columns.
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Král, Václav. "Nosná železobetonová konstrukce administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226724.

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Master thesis describes the design and assessment of main parts monolithic reinforced concrete construction of office building. Solved elements are locally supported slab, stiffening perimeter beam, column, wall and fundamention strip. Components of master thesis are also drawings of shape and reinforcement. Calculation of internal forces was performed by computer program SCIA Engineer. It was control by simplified method of replacement frames and results were compared.
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42

Hardubej, Martin. "Návrh a posouzení prvků vícepodlažního objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226928.

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The aim of the thesis is the design and assessment of selected elements of a new build multi-storey office building. The supporting structure of monolithic reinforced concrete skeleton is modeled SCIA Engineer and burdened set load cases and combinations. The outputs of the internal forces of the calculation program are dimensioned selected elements. Selected elements include locally supported slab, columns, column shoes, basement wall and footing still. The thesis is selected reinforced concrete elements assessed on the ultimate limit state. The output of this work is static calculation of in
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43

Wishrojwar, Anitha Suhas. "SYNTHESIS, CHARACTERIZATION AND DEVELOPMENT OF CATALYSTS FOR CO2 CAPTURE." UKnowledge, 2010. http://uknowledge.uky.edu/gradschool_theses/42.

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Fossil fuel and advanced industrialization techniques contribute to global warming through emissions of greenhouse gases such as CO2. In order to mitigate climate change, there is a desperate need to reduce CO2 emissions from different sources. CO2 capture and sequestration (CCS) play an important role in these reductions. Naturally occurring enzymes, e.g., carbonic anhydrase (CA), can catalyze these reactions in living systems. Much effort has been focused on complexes of zinc with ligands such as teta, cyclen and tripodal ligands including BIMA and Trispyrazolylborates. These complexes have
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44

Gregores, Megan Kesler. "Discoveries for a Community." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/103326.

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This thesis investigates the design of a new, private residential community on the undeveloped island, Thatch Cay, in the U.S. Virgin Islands. Architectural issues explored include the use of load bearing walls versus free standing columns for the primary structure of the individual buildings as a means of ordering space and a way to frame the context of the Caribbean. Architectural decisions involve how to make openings in the walls, how much of the walls remain, and how the remaining portions of the walls are articulated, as best suited for the specific building type, a prototype residen
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Hejl, Zbyněk. "Objekt pro bydlení – nosná železobetonová konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409791.

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Master´s thesis is focused on the design and assessment of reinforced concrete load-bearing structure of a detached house. The supporting structure model is processed in SCIA Engineer. Selected reinforced concrete elements are assessed in accordance with ČSN EN 1992 - 1 -1. Part of the thesis is a technical report and drawings of the shape and reinforcement.
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Dastfan, Mehdi. "Ductile steel plate shear walls with PEC columns." Phd thesis, 2011. http://hdl.handle.net/10048/1946.

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The behavior of steel plate shear walls under the effects of lateral loads depends on the stiffness of the surrounding frame members. Previous research has quantified the minimum required stiffness of columns in the middle stories of steel plate shear wall systems. As the columns of the steel plate shear wall system are subjected to both large axial forces and bending moments, use of composite columns is a viable option in this system. Among the different types of composite columns, the recently developed partially encased composite columns with built-up steel sections have some advantages ove
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XIAO, XU-JUN, and 蕭旭鈞. "comparisons between shear walls modeled byequivalent columns and bracings." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/74995261424670764559.

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碩士<br>國立中興大學<br>土木工程學系所<br>100<br>In earthquake engineering, a shear wall is a kind of design to reduce the structural response. The simulation of equivalent column to the shear wall is a common consideration in the analysis for design because of economic in calculation. An auxiliary code developed by National Center for Research on Earthquake Engineering is on this purpose. However there still exists some sort of arguments in practice. Herein, bracing concept of brick wall and equivalent column is made for comparisons. It seems that the bracing simulation may be a feasibility regarding the se
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YANG, QIN-FU, and 楊欽富. "Aseismicbehaviours of reinforced concrete shear walls with openings and boundary columns." Thesis, 1991. http://ndltd.ncl.edu.tw/handle/16096671136051664218.

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黃世豪. "Structural Analysis for The Columns Confined to RC Walls with Openings." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/44174896895640507346.

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Yang, Yao-Sheng, and 楊耀昇. "Research on Retrofit of School Buildings by Adding Sandwich Columns to Partition Brick Walls." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/92860228857067394676.

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博士<br>國立臺灣大學<br>土木工程學研究所<br>101<br>Lack of seismic performance is a common problem for a large number of the existing school buildings in Taiwan. Development of effective and economical retrofit method is a stringent issue. Retrofit method by adding sandwich columns onto the partition brick walls has been proposed. In this paper, the feasibility of the proposed method was verified by cyclic loading tests, shaking table tests and in situ tests, including six specimen with and without retrofit. With retrofit, the maximum base shear strength and ductility were increased obviously. In this paper,
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