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Dissertations / Theses on the topic 'Steel, structural'

Author: Grafiati

Published: 4 June 2021

Last updated: 29 July 2024

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1

Rasmussen, Kim J. R. "Stability of thin-walled structural members and systems." Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/18194.

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This DEng thesis consists of 83 articles containing research material on the stability of thin-walled structural members and systems with emphasis on metal structures. Metal structures are used widely in the construction industry. They include structural members and frames made from rolled and fabricated steel, cold-formed steel, stainless steel and aluminium. Common to these products is the desire to minimise the cross-sectional area to reduce weight and cost. Structural cross-sections are therefore thin-walled and prone to buckling, and an overriding consideration in the design of metal str

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2

MunÌƒoz-Garcia, Enrique. "Structural integrity of steel connections." Thesis, University of Sheffield, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.434520.

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3

Sanchez, Escalera Victor M. "ENHANCING PROGRESSIVE COLLAPSE RESISTANCE OF STEEL BUILDING FRAMES USING THIN INFILL STEEL PANELS." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/499.

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Progressive collapse occurs when damage from a localized first failure spreads in a domino effect manner resulting in a total damage disproportionate to the initial failure. Recent building failures (e.g., World Trade Center twin towers) highlight the catastrophic outcome of progressive collapse. This research proposes a reliable and realistic retrofit technology which installs thin steel panels into steel building structural frames to enhance the system progressive collapse resistance. The steel frames with simple beam-to-column connections, under different boundary conditions (i.e., sides

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4

Skoglund, Oskar. "Innovative structural details using high strength steel for steel bridges." Licentiate thesis, KTH, Bro- och stålbyggnad, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259949.

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The use of high strength steel has the potential to reduce the amount of steel used in bridge structures and thereby facilitate a more sustainable construction. The amount of steel and what steel grade that can be used in bridge structures and other cyclic loaded structures are often limited by a material degradation process called fatigue. The fatigue resistance of steel bridges are to a large extent depending on the design of structural details and connections. The design engineer is limited by a few pre-existing structural details and connections – with rather poor fatigue resistance – to c

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5

Kur, Anna Dominika. "Structural design of a steel footbridge." Master's thesis, Universidade de Aveiro, 2014. http://hdl.handle.net/10773/14473.

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Mestrado em Engenharia Civil<br>This thesis presents the modeling and structural designing of a steel footbridge located in Poland. All work is based on the European Norms (Eurocodes, especially EN 1993 - Eurocode 3: Design of steel structures). This work includes the theoretical part, contains the definition of basic concepts, shows the types of pedestrian bridges and presents some of the most interesting examples of existing footbridges. It is presented the modeling and collection of loads acting on a footbridge. Static calculations were performed with the help of Autodesk Robot Struc

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6

Tetougueni, Cyrille Denis. "Advanced Structural Problematics in Steel Bridges." Doctoral thesis, Università degli studi di Padova, 2019. http://hdl.handle.net/11577/3424864.

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The knowledge of the structural sensitivity of steel bridges, especially when its main structural elements are subjected to compressive forces, is one of the concerns of structural engineers. On the other hand, non-conventional actions or accidental actions require a certain robustness on the part of the structures in order to preserve their structural integrity, reduce the risk of severe consequences or even maintain their use. With a view to understanding the sensitivity of bridge structural elements to different categories of actions, this research work was conducted. In particular, asp

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7

Gardner, Christopher Andrew. "Ductility capacity of HPS70W net-section tensile members /." Diss., ON-CAMPUS Access For University of Minnesota, Twin Cities Click on "Connect to Digital Dissertations", 2001. http://www.lib.umn.edu/articles/proquest.phtml.

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8

Moor, Constantin. "Three dimensional analysis of steel portal frame buildings." Thesis, Queensland University of Technology, 1997. https://eprints.qut.edu.au/36010/1/36010_Moor_1997.pdf.

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The true strength and deflection behaviour of industrial and commercial steel portal frame buildings is understood better if the effects of stiffness of end frames and profiled steel claddings are included. The conventional designs ignore these effects and are very much based on an idealised twodimensional frame behaviour. This thesis describes an investigation into the three-dimensional behaviour of steel portal frame buildings using computer modelling and full scale tests. The full scale tests of a 12 m x 12 m clad and unclad steel portal frame building with true pinned and standard

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9

Victor, Ngea Njoume. "Characterising the structural integrity of mechanical formed low carbon steel." Thesis, Nelson Mandela Metropolitan University, 2012. http://hdl.handle.net/10948/d1012089.

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The contribution of the clamping force in the technique used in this study to stretch-bend low carbon steel samples was investigated to support the subsequent changes in the microstructure and properties of the formed material with regard to parent material. Although plastic deformation by cold working is known to induce texture or preferred orientation to the grains of a formed material while decreasing its ductility and increasing the strength, as well as inducing residual stress, it is not known how the different directions (rolling, transverse and oblique/45°) of the sheet steel will respo

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10

N'emedi, Zsolt V. "Development of performance sections for cold-formed steel residential construction." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-08222009-040502/.

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11

Oosthuizen, Daniel Rudolph. "Data modelling of industrial steel structures." Thesis, Stellenbosch : Stellenbosch University, 2003. http://hdl.handle.net/10019.1/53346.

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Thesis (MScEng)--Stellenbosch University, 2003.<br>ENGLISH ABSTRACT: AP230 of STEP is an application protocol for structural steel-framed buildings. Product data relating to steel structures is represented in a model that captures analysis, design and manufacturing views. The information requirements described in AP230 were analysed with the purpose of identifying a subset of entities that are essential for the description of simple industrial steel frames with the view to being able to describe the structural concept, and to perform the structural analysis and design of such structures.

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12

Huang, Jun Fei. "Stress-strain models for light-gauge carbon steels." Thesis, University of Macau, 2012. http://umaclib3.umac.mo/record=b2586269.

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13

Yan, Shu, and 閆澍. "Bolted and screwed connections of thin sheet steels at elevated temperatures." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B47752828.

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The structural behaviour of single shear bolted connections, double shear bolted connections and single shear screwed connections of thin sheet steels at elevated temperatures has been investigated in this study. The current design rules on bolted and screwed connections of thin sheet steels for cold-formed steel structures are applicable for ambient temperature condition only. These design rules may not be applicable for elevated temperature conditions. Therefore, design guidelines should be prepared for bolted and screwed connections of cold-formed steel structures at elevated temper

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14

Elizondo, Michael A. "Dimensional analysis of structural steel beam design." Thesis, Monterey, California. Naval Postgraduate School, 1991. http://hdl.handle.net/10945/28127.

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15

ARAUJO, RICARDO RODRIGUES DE. "STRUCTURAL BEHAVIOUR OF PRESTRESSED STAYED STEEL COLUMNS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2009. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31841@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO<br>COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>PROGRAMA DE EXCELENCIA ACADEMICA<br>Colunas de aço estaiadas e protendidas são conhecidas como excelente solução em escoramento de grandes estruturas, como colunas de coberturas de lonas tensionadas, etc. Este trabalho apresenta uma série de ensaios experimentais tridimensionais em escala real desenvolvidos para determinação do comportamento estrutural de colunas de aço estaiadas e protendidas. Foram estudadas as

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16

Kucukler, Merih. "Stiffness reduction approach for structural steel design." Thesis, Imperial College London, 2015. http://hdl.handle.net/10044/1/51496.

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Stiffness reduction offers a practical means of considering the detrimental influence of imperfections and the spread of plasticity on the strength and stability of steel structures. In this thesis, a stiffness reduction approach for structural steel design is presented. The proposed method is carried out by reducing the stiffness of steel members through developed stiffness reduction functions and performing Linear Buckling Analysis (LBA-SR) and Geometrically Nonlinear Analysis (GNA-SR). Since the deleterious influence of geometrical imperfections, residual stresses and the spread of plastici

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17

Oyawa, Walter Odhiambo. "STRUCTURAL RESPONSE OF FILLED STEEL COMPOSITE MEMBERS." Kyoto University, 2000. http://hdl.handle.net/2433/180943.

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18

Harding, Philip W. "Composite floors with profiled steel sheeting." Thesis, Cardiff University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.314656.

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19

Morisco, I. "Inelastic behaviour of steel beam-columns." Thesis, City University London, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.373327.

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20

Wibbenmeyer, Kaye Dee. "Determining the R values for 12 inch deep Z-purlins and girts with through-fastened panels under suction loading." Diss., Rolla, Mo. : Missouri University of Science and Technology, 2010. http://scholarsmine.mst.edu/thesis/pdf/Wibbenmeyer_09007dcc807d5580.pdf.

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Thesis (M.S.)--Missouri University of Science and Technology, 2010.<br>Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed July 26, 2010) Includes bibliographical references (p. 58-59).

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21

Said, Mohd Noor Bin Mohd. "Effect of loading rate on the fracture toughness of structural steel weld metal." Thesis, Available from the University of Aberdeen Library and Historic Collections Digital Resources, 1989. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=59650.

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22

Ramaswamy, Murali T. "Heat affected zone studies of thermally cut structural steels /." Full text open access at:, 1989. http://content.ohsu.edu/u?/etd,236.

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23

Heidarpour, Amin Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Behaviour of steel and steel-concrete composite beams and beam-to-column connetions at elevated temperatures." Awarded by:University of New South Wales. Civil & Environmental Engineering, 2007. http://handle.unsw.edu.au/1959.4/40555.

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The current research work investigates the behaviour of steel and composite beams as well as beam-to-column connections at elevated temperatures. Significant attention is needed to identify the main issues. as the behaviour is profoundly different from that at ambient temperature. Local buckling of the beam flange outstands has been found to be highly significant in accelerating the development of catenary action in fire, since this action is reliant on hinges forming which may result from local buckling. Local buckling of the beam web, which experiences a non-uniform temperature variation, i

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24

Abdel-Rahman, Nabil Mahmoud. "Cold-formed steel compression members with perforations." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp02/NQ30065.pdf.

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25

Besgul, Ozge. "Design And Production Of Steel Buildings: A Case Study In Ankara." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607871/index.pdf.

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It is vital that Turkey keep abreast of developments in the world and build up its technology to become a developed country. Steel construction is one of these areas. In this context, the main purpose of this study was to define, analyze and evaluate the general characteristics of structural steel and steel construction with the purpose of throwing new light on its advantages and disadvantages. Within this framework, a literature survey was conducted on structural steel components and structures<br>and on steel construction in Turkey. Additionally, a case study was carried out on a steel offi

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26

Stanley, Ian. "Improved methods for reliability-based structural integrity assessment of steel jacket structures." Thesis, University of Aberdeen, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.420134.

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The main aim of this thesis is to develop a probabilistic methodology, based on structural reliability theory, which allows information gained during manufacture, fabrication, construction and service life of a particular structural system to be systematically combined with data available at the design stage in order to improve reliability predictions about the structure's performance during its remaining service life. Broadly speaking, the objectives of the thesis can be summarised as follows: • To develop generic strategies and methods for reliability-based structural integrity assessments f

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27

Wong, Shao Young. "The structural response of industrial portal frame structures in fire." Thesis, University of Sheffield, 2001. http://etheses.whiterose.ac.uk/3005/.

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A number of recent fires in single-storey warehouses have drawn attention to a current lack of understanding about the structural response of industrial portal frame structures to elevated temperatures. This research project has investigated the subject by conducting fire tests on a scaled model and by computer modelling using the non-linear finite element program VULCAN. This program has been developed in-house by the University of Sheffield and is capable of modelling the behaviour of three-dimensional steel and composite frames at elevated temperatures. It has been validated throughout its

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28

Masendeke, Rugare B. "Parametric study of stiffened steel containment shell structures." Master's thesis, University of Cape Town, 2008. http://hdl.handle.net/11427/19019.

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Includes bibliographical references. .<br>A FEM-based parametric study is undertaken to investigate the buckling behavior of meridionally and circumferentially stiffened steel cylindrical and conical shell frustum subjected to different load cases. This situation arises in different steel shell applications such as storage vessels (liquid, solid and gas) and in certain configurations of industrial process facilities. The stiffeners are flat strips of rectangular section welded on to the outer surface of the shell, either over the whole length of the shell meridian or around the circumference o

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29

Olawale, Aderemi Olayiwola. "Collapse behaviour of steel columns in fire." Thesis, University of Sheffield, 1988. http://etheses.whiterose.ac.uk/1869/.

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The three years' work undertaken in this project is a purely numerical analysis of the inelastic behaviour of steel columns in fire. This is made up of three main parts, each devoted to the development and use of a numerical technique to study the behaviour of steel columns in fire. The first two chapters report on the state of the art on plate analysis, plasticity theories, column behaviour at room temperature, finite strip method and the behaviour of columns at elevated temperature. Part 1, consisting of Chapters 3 to 5, reports on the development of the small deflection finite strip method

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30

Abu, Sha'ari. "Analysis of steel frame structures in fire." Thesis, University of Sheffield, 1991. http://etheses.whiterose.ac.uk/3065/.

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The main aim of the present research is to develop a method of analysis for structural frames exposed to fire including the effects of material and geometric non-linearities. A matrix stiffness method based on a secant stiffness approach is used providing a full temperature deformation history. The approach has previously been used for the analysis of continuous beams and is extended in the present work to include axial forces. These not only affect the longitudinal displacement, but also reduce the member stiffness and create secondary moments due to the p-delta effect. The influence of mater

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31

Darwish, I. Y. S. "Steel fibre-reinforced concrete elements in shear." Thesis, Bucks New University, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.375129.

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32

Shrestha, Alina. "Fatigue Testing and Data Analysis of Welded Steel Cruciform Joints." ScholarWorks@UNO, 2013. http://scholarworks.uno.edu/td/1670.

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In this study, ABS Publication 115, “Guidance on Fatigue Assessment of Offshore Structures” is briefly reviewed. Emphasis is on the S-N curves based fatigue assessment approach of non-tubular joints, and both size and environment effects are also considered. Further, fatigue tests are performed to study the fatigue strength of load-carrying and non-load-carrying steel cruciform joints that represent typical joint types in marine structures. The experimental results are then compared against ABS fatigue assessment methods, based on nominal stress approach, which demonstrates a need for better f

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33

Kohli, Karan. "Structural Dynamics Model Calibration and Validation of a Rectangular Steel Plate Structure." University of Cincinnati / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1396454705.

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34

Zhang, Jiahui, and 张佳慧. "Cold-formed steel built-up compression members with longitudinal stiffeners." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2014. http://hdl.handle.net/10722/206457.

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In this study, the structural behaviour of cold-formed steel built-up compression members with longitudinal stiffeners was investigated by experiments and numerical simulation. The influence of different screw spacings on the ultimate strengths of built-up compression members was also investigated. In current design specifications, generally there are no direct and explicit design rules for cold-formed steel built-up sections. Therefore, design rules for built-up open sections and closed sections have been proposed. The test program was conducted for cold-formed steel built-up sections, whi

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35

Henrie, Alisa J. Millar. "Percolation paths of three-dimensions in sensitized stainless steel /." Diss., CLICK HERE for online access, 2004. http://contentdm.lib.byu.edu/ETD/image/etd352.pdf.

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36

Gardner, L. "A new approach to structural stainless steel design." Thesis, Imperial College London, 2002. http://hdl.handle.net/10044/1/8862.

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37

Ozkan, Istemi Faruk. "Plastic interaction relations for hollow structural steel sections." Thesis, University of Ottawa (Canada), 2002. http://hdl.handle.net/10393/6088.

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The first part of this study reports an experimental program consisting of six full-scale tests on pipe sections under load combinations of shearing forces, bending moments, and twisting moments. The experimental results agree very well with the predicted failure loads based on recently developed interaction relations. The experimental program establishes the validity of the analytical techniques used to derive the interaction relations for pipe sections. The verified methodology is extended to derive interaction relations for square hollow structural sections under combinations of normal forc

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38

Olsson, Anders. "Stainless steel plasticity : material modelling and structural applications /." Luleå, 2001. http://epubl.luth.se/1402-1544/2001/19/index.html.

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39

Dickens, Loren E. III. "Structural check of a steel through truss bridge." Manhattan, Kan. : Kansas State University, 2008. http://hdl.handle.net/2097/758.

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40

Alemdar, Bulent Nedim. "Distributed plasticity analysis of steel building structural systems." Diss., Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/22220.

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41

Aoude, Hassan. "Structural behaviour of steel fibre reinforced concrete members." Thesis, McGill University, 2008. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=18676.

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A series of full-scale axial compression tests was conducted on RC and SFRC columns. The specimens, which were detailed with varying amounts of transverse reinforcement, were cast using a self-consolidating concrete (SCC) mix that contained various quantities of fibres. The results demonstrate that the addition of fibres leads to improvements in load carrying capacity and post-peak response. The results also show that the addition of steel fibres can partially substitute for the transverse reinforcement in RC columns, thereby improving constructability while achieving significant confinement.

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42

Damri, Daniel. "Transient fatigue crack growth in a structural steel." Thesis, University of Cambridge, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.386012.

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43

Kyvelou, Pinelopi. "Structural behaviour of composite cold-formed steel systems." Thesis, Imperial College London, 2017. http://hdl.handle.net/10044/1/50694.

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The topic of this thesis is the investigation of the structural behaviour of cold-formed steel flooring and purlin systems, taking into consideration the beneficial effect of interaction between structural components. Experiments have been conducted on flooring systems comprising cold-formed steel joists and wood-based particle boards, considering the typical screw fixings employed in current practice as well as alternative means of shear connection. The experimental findings showed that mobilisation of composite action within this type of system, through enhancement, beyond that currently use

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44

Chon, Sok-Hyon 1974. "Structural applications and feasibility of prestressed steel members." Thesis, Massachusetts Institute of Technology, 2001. http://hdl.handle.net/1721.1/84296.

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Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2001.<br>Includes bibliographical references (leaves 46-47).<br>by Sok-Hyon Chon (a.k.a. Ken Tuttle)<br>M.Eng.

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45

Ranby, Anders. "Structural fire design of thin walled steel sections." Licentiate thesis, Luleå tekniska universitet, 1999. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-18484.

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46

Wang, Xiaoyi. "Structural Condition Assessment of Steel Stringer Highway Bridges." University of Cincinnati / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1115351511.

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47

Reis, Jonathan M. "Structural Concrete Design with High-Strength Steel Reinforcement." University of Cincinnati / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1277124990.

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48

Corner, Quinten. "Torsional buckling and instability of steel structural members." Master's thesis, University of Cape Town, 2003. http://hdl.handle.net/11427/5056.

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49

Law, Kwan Ho. "Instabilities in structural steel elliptical hollow section members." Thesis, Imperial College London, 2010. http://hdl.handle.net/10044/1/6205.

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Elliptical hollow sections (EHS) have been recently added to the family of hollow steel sections available to the construction industry. Their merits include different flexural rigidities about the two principal axes offering efficient bending resistance about the major axis and an aesthetically pleasant appearance. A number of recent practical applications have emerged, which are outlined in this thesis. Previous research on elliptical hollow sections has mainly focused on the cross-section level with a set of design rules for cross-section classification and shear resistance being proposed.

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50

Wang, Facheng. "A deformation based approach to structural steel design." Thesis, Imperial College London, 2011. http://hdl.handle.net/10044/1/6816.

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Current structural steel design codes, such as EN 1993-1-1, were developed on the basis of a bi-linear (elastic, perfectly-plastic) material model, which lends itself to the idea of cross-section classification. This step-wise design concept is a useful, but somewhat artificial simplification of the true behaviour of structural steel since the relationship between the resistance of a structural cross-section and its slenderness is, in reality, continuous. The aim of this study is therefore to develop a more efficient structural steel design method recognising this relationship and rationally e

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