Rozprawy doktorskie na temat „Steel, structural”
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Rasmussen, Kim J. R. "Stability of thin-walled structural members and systems". Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/18194.
Pełny tekst źródłaMuñoz-Garcia, Enrique. "Structural integrity of steel connections". Thesis, University of Sheffield, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.434520.
Pełny tekst źródłaSanchez, 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.
Pełny tekst źródłaSkoglund, 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.
Pełny tekst źródłaGenom användandet av höghållfast stål så kan en mindre mängd material användas som i sin tur leder till ett mer hållbart byggande. Mängden stål och vilken stålkvalité som kan användas vid byggandet av stålbroar och andra cykliskt belastade konstruktioner avgörs ofta av nedbrytningsprocessen utmattning. Utmatningskapaciteten hos stålbroar är till stor del beroende av brons anslutningsdetaljer. Brokonstruktören har vid designstadiet ett begränsat antal beprövade anslutningsdetaljer att välja bland – vilka ofta har relativt låg utmattningskapacitet – och konstruktören är därmed ofta tvungen att öka konstruktionens dimensioner för att klara av kraven gällande utmattning. Den har licentiatuppsatsen har till syfte att förbättra utmattningskapaciteten för utmattningsbenägna anslutningsdetaljer i stål genom att införa nya och innovativa anslutningsdetaljer, bland de redan existerande detaljerna som finns i de olika standarderna. En utmattningskritisk detalj som kommer att ligga i fokus är anslutningen mellan livavstyvningen och tvärförbanden hos en I-balk. Genom att förbättra utmattningskapaciteten så kan en mindre mängd stålmaterial användas vid byggandet av stålbroar och samverkansbroar i betong och stål. I denna uppsatsen kunde det påvisas att höghallfast stål for broar kan betydligt sänka mängden stålmaterial, stålkostnaden och koldioxidutsläppen. Dock så gäller detta enbart om utmattningskapaciteten for kritiska anslutningsdetaljer kan ökas avsevärt. Dessutom, som en del av den har uppsatsen så har ett par nya och innovativa anslutningsdetaljer föreslagits som har potential att forbättra utmattningskapaciteten. Dock, så krävs ytterligare studier for att dessa förslag skall kunna användas i byggnation av nya stålbroar.
QC 20190925
Kur, Anna Dominika. "Structural design of a steel footbridge". Master's thesis, Universidade de Aveiro, 2014. http://hdl.handle.net/10773/14473.
Pełny tekst źródłaThis 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 Structural Analysis 2011, using the finite element method. This design included the choice of cross-section of the dirernet structural elements and safety verification of the conections, among all others necessary design requirements. Summarizing, this study shows the structural design of the footbridge located in Lodz, Poland.
Esta tese apresenta a modelação e projecto estrutural de uma ponte pedonal de aço localizada na Polónia. Todo o trabalho é baseado nas normas europeias (Eurocódigos, especialmente a EN 1993 – Eurocódigo 3: Projeto de estruturas em aço). Este trabalho inclui a parte teórica, contém a definição de conceitos básicos, mostra tipos de pontes pedonais existentes e apresenta alguns dos exemplos mais interessantes. Apresenta-se a modelação e cálculo das cargas que atuam sobre uma ponte pedonal. Foram realizados aplicando o programa Autodesk Robot Structural Analysis 2011 cálculos estáticos, usando o método de elementos finitos. Este dimensionamento inclui a escolha de secção transversa dos diferentes elementos estruturais e verificação da segurança das ligações, entre todos os requisitos necessários para o projecto. Resumindo, este estudo mostra o projecto estrutural de uma ponte pedonal localizada em Lodz, na Polónia.
Tetougueni, Cyrille Denis. "Advanced Structural Problematics in Steel Bridges". Doctoral thesis, Università degli studi di Padova, 2019. http://hdl.handle.net/11577/3424864.
Pełny tekst źródłaLa maitrise de la sensibilité structurelle des ponts en acier surtout lorsque ces principaux éléments structurels sont soumis à des forces de compression fait partie d’une des prérogatives des ingénieurs structures. De l’autre côté, des actions non conventionnelles ou encore actions accidentelles demandent une certaine robustesse de la part des structures afin de préserver son intégrité structurelle, décroitre le risque de conséquences aggravées ou encore de maintenir son usage. C’est dans l’optique de comprendre la sensibilité des éléments structurels de pont face aux différentes catégories d’actions que ce travail de recherche a été dirigé. En particulier, les aspects liés à la stabilité élastique linéaire et non linéaire, à la capacité structurelle ou encore à la performance de différentes typologies de pont ont été étudiés. A l’aide d’outil numérique conçu pour les modélisations FEM, des études souvent paramétriques ont pu être menées. Ainsi, dans le cas des ponts poutres, la prise en compte de l’interaction des principales forces dans plan s’appliquant sur les poutres de ponts de diverses dimensions a été étudiés. Après cela, la capacité structurelle des ponts bowstring fait en acier soumis à des charges verticales de trafics ou non a permis d’exposer la conséquence rupture soudaine d’un câble sur la capacité structurelle de pont. Finalement, une étude comparative de performance structurelle entre trois configurations de pont à haubans dans le cas où ces ponts étaient soumis à des charges extrêmes tel que l’explosion ou les charges d’impact. Toutes ses études nous ont révélé dans que les ponts en acier sont très sensibles du type d’actions qui leur sont appliquées. Plus en détail, l’état de contraintes de compression sur une plaque d’âme de poutre de pont en cas de effet combiné de charges internes au plan et peut entrainer la réduction de la charge critique élastique d’Euler jusqu’à une réduction de moitié. Aussi dans le cas des ponts à suspente, la disposition des éléments de suspente joue un rôle important dans la capacité de la structure à faire face à des actions extrêmes.
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.
Pełny tekst źródłaMoor, 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.
Pełny tekst źródłaVictor, Ngea Njoume. "Characterising the structural integrity of mechanical formed low carbon steel". Thesis, Nelson Mandela Metropolitan University, 2012. http://hdl.handle.net/10948/d1012089.
Pełny tekst źródłaN'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/.
Pełny tekst źródłaOosthuizen, Daniel Rudolph. "Data modelling of industrial steel structures". Thesis, Stellenbosch : Stellenbosch University, 2003. http://hdl.handle.net/10019.1/53346.
Pełny tekst źródłaENGLISH 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. Having identified the essential entities, a relational database model for these entities was developed. Planning, analysis and design applications will use the database to collaboratively exchange data relating to the structure. The comprehensiveness of the database model was investigated by mapping a simple industrial frame to the database model. Access to the database is provided by a set of classes called the database representative classes. The data-representatives are instances that have the same selection identifiers and attributes as corresponding information units in the database. The datarepresentatives' primary tasks are to store themselves in the database and to retrieve their state from the database. A graphical user interface application, programmed in Java, used for the description of the structural concept with the capacity of storing the concept in the database and retrieving it again through the use of the database representative classes was also created as part of this project.
AFRIKAANSE OPSOMMING: AP230 van STEP is 'n toepassingsprotokol wat staal raamwerke beskryf. Die produkdata ter beskrywing van staal strukture word saamgevat in 'n model wat analise, ontwerp en vervaardigings oogmerke in aanmerking neem. Die informasie vereistes, soos beskryf in AP230, is geanaliseer om 'n subset van entiteite te identifiseer wat noodsaaklik is vir die beskrywing van 'n eenvoudige nywerheidsstruktuur om die strukturele konsep te beskryf en om die struktuur te analiseer en te ontwerp. Nadat die essensiële entiteite geïdentifiseer is, is 'n relasionele databasismodel van die entiteite geskep. Beplanning, analise en ontwerptoepassings maak van die databasis gebruik om kollaboratief data oor strukture uit te ruil. Die omvattenheid van die databasis-model is ondersoek deur 'n eenvoudige nywerheidsstruktuur daarop afte beeld. Toegang tot die databasis word verskaf deur 'n groep Java klasse wat bekend staan as die verteenwoordigende databasis klasse. Hierdie databasis-verteenwoordigers is instansies met dieselfde identifikasie eienskappe as die ooreenkomstige informasie eenhede in die databasis. Die hoofdoel van die databasis-verteenwoordigers is om hulself in die databasis te stoor asook om hul rang weer vanuit die databasis te verkry. 'n Grafiese gebruikerskoppelvlak, geprogrammeer in Java, is ontwikkel. Die koppelvlak word gebruik om die strukturele konsep te beskryf, dit te stoor na die databasis en om dit weer, met behulp van die databasis-verteenwoordigers, uit die databasis te haal.
Huang, Jun Fei. "Stress-strain models for light-gauge carbon steels". Thesis, University of Macau, 2012. http://umaclib3.umac.mo/record=b2586269.
Pełny tekst źródłaYan, Shu, i 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.
Pełny tekst źródłapublished_or_final_version
Civil Engineering
Doctoral
Doctor of Philosophy
Elizondo, Michael A. "Dimensional analysis of structural steel beam design". Thesis, Monterey, California. Naval Postgraduate School, 1991. http://hdl.handle.net/10945/28127.
Pełny tekst źródłaARAUJO, 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.
Pełny tekst źródłaCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
PROGRAMA DE EXCELENCIA ACADEMICA
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 variações no nível de protensão e na rigidez dos estais, além de descrever como os ensaios experimentais das três colunas de aço estaiadas são realizados: compreendendo os materiais utilizados; um novo sistema de medição de força nos estais; os passos e dificuldades na montagem das três colunas e o sistema de protensão aplicado. Existem alguns parâmetros que influenciam diretamente na resistência dessas colunas estaiadas, como por exemplo, a altura da coluna, o diâmetro externo, entre outros. Devido ao comportamento complexo deste tipo de colunas e ao grande esforço computacional para simulação do comportamento estrutural, através de uma análise paramétrica, optou-se por utilizar um projeto de experimentos junto com redes neurais a fim de extrapolar e obter novos resultados para carga crítica do sistema estrutural sem a necessidade de análise por programas de elementos finitos. De forma a complementar a tese, realizou-se um estudo do comportamento do sistema estrutural sujeito a ações dinâmicas através do programa de elementos finitos ANSYS com o objetivo de determinar as frequências naturais associadas aos seus modos de vibração. Também foi estudada a aplicação de um carregamento súbito para determinação do fator de amplificação dinâmico da coluna de aço estaiada e protendida.
Prestressed steel columns are known as an efficient structural solution for great variety of temporary or permanent supporting systems for large span spatial frames and tensile surface structures. This work presents of full-scale three-dimensional tests carriedout for the assessment of structural behaviour of prestressed stayed steel columns. It was studied the effect prestress force level, stiffness of column braces and stays. Test setup and a new force measuring system for the column stays is fully described. Prestressed stayed steel columns have their strength dependant of parameters like: length, hollow section diameter, brace length and stiffness and axial stiffness of stays. Due to the complex behaviour of such columns that demands great computational effort for numerical simulations required for a parametric analysis it was used an experiment design tool coupled with neural network techniques employed to generate new data for the prestressed column buckling load. A study of the dynamic behaviour of prestressed columns using the finite element package ANSYS was carried-out in order to determine the column natural frequencies and their associated vibration modes. It was also studied the application of sudden loads to determine the dynamic amplification factor of this type of prestressed stayed steel column.
Kucukler, Merih. "Stiffness reduction approach for structural steel design". Thesis, Imperial College London, 2015. http://hdl.handle.net/10044/1/51496.
Pełny tekst źródłaOyawa, Walter Odhiambo. "STRUCTURAL RESPONSE OF FILLED STEEL COMPOSITE MEMBERS". Kyoto University, 2000. http://hdl.handle.net/2433/180943.
Pełny tekst źródłaHarding, Philip W. "Composite floors with profiled steel sheeting". Thesis, Cardiff University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.314656.
Pełny tekst źródłaMorisco, I. "Inelastic behaviour of steel beam-columns". Thesis, City University London, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.373327.
Pełny tekst źródłaWibbenmeyer, 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.
Pełny tekst źródłaVita. 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).
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.
Pełny tekst źródłaRamaswamy, Murali T. "Heat affected zone studies of thermally cut structural steels /". Full text open access at:, 1989. http://content.ohsu.edu/u?/etd,236.
Pełny tekst źródłaHeidarpour, Amin Civil & 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.
Pełny tekst źródłaAbdel-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.
Pełny tekst źródłaBesgul, 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.
Pełny tekst źródłaand on steel construction in Turkey. Additionally, a case study was carried out on a steel office building in Ankara. In this, the Tü
rkiye Esnaf ve Sanatkar Kredi Kefalet Kooperatifleri Merkez Birligi (TESKOMB) Building was investigated in terms of the design and production criteria for steel structures and to determine problems faced during these processes. As a result of this study, the existing condition of the construction sector and the means to improve use of structural steel in Turkey were discussed more realistically.
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.
Pełny tekst źródłaWong, Shao Young. "The structural response of industrial portal frame structures in fire". Thesis, University of Sheffield, 2001. http://etheses.whiterose.ac.uk/3005/.
Pełny tekst źródłaMasendeke, Rugare B. "Parametric study of stiffened steel containment shell structures". Master's thesis, University of Cape Town, 2008. http://hdl.handle.net/11427/19019.
Pełny tekst źródłaA 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 of the shell. It is required to establish how the elastic buckling load and mode shapes vary with respect to certain key parameters of the problem. The parameters of interest in the study include the number of stiffeners around the shell circumference and along the meridian, the stiffener-depth to shell-thickness ratio, and the stiffener depth-to-width ratio. This thesis reports the findings of the parametric study and also presents some results of experimental tests on laboratory small-scale models of stiffened cylindrical and conical frusta.
Olawale, Aderemi Olayiwola. "Collapse behaviour of steel columns in fire". Thesis, University of Sheffield, 1988. http://etheses.whiterose.ac.uk/1869/.
Pełny tekst źródłaAbu, Sha'ari. "Analysis of steel frame structures in fire". Thesis, University of Sheffield, 1991. http://etheses.whiterose.ac.uk/3065/.
Pełny tekst źródłaDarwish, 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.
Pełny tekst źródłaShrestha, Alina. "Fatigue Testing and Data Analysis of Welded Steel Cruciform Joints". ScholarWorks@UNO, 2013. http://scholarworks.uno.edu/td/1670.
Pełny tekst źródłaKohli, 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.
Pełny tekst źródłaZhang, Jiahui, i 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.
Pełny tekst źródłapublished_or_final_version
Civil Engineering
Doctoral
Doctor of Philosophy
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.
Pełny tekst źródłaGardner, L. "A new approach to structural stainless steel design". Thesis, Imperial College London, 2002. http://hdl.handle.net/10044/1/8862.
Pełny tekst źródłaOzkan, Istemi Faruk. "Plastic interaction relations for hollow structural steel sections". Thesis, University of Ottawa (Canada), 2002. http://hdl.handle.net/10393/6088.
Pełny tekst źródłaOlsson, Anders. "Stainless steel plasticity : material modelling and structural applications /". Luleå, 2001. http://epubl.luth.se/1402-1544/2001/19/index.html.
Pełny tekst źródłaDickens, Loren E. III. "Structural check of a steel through truss bridge". Manhattan, Kan. : Kansas State University, 2008. http://hdl.handle.net/2097/758.
Pełny tekst źródłaAlemdar, Bulent Nedim. "Distributed plasticity analysis of steel building structural systems". Diss., Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/22220.
Pełny tekst źródłaAoude, 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.
Pełny tekst źródłaUne série d'essais a été réalisée sur des poteaux de taille réelle soumis à des charges axiales. Les échantillons, qui avaient des quantités variables d'armature transversale, ont été construits en utilisant un béton auto-plaçant qui contenait une quantité variable de fibres métalliques. Les résultants de cette étude expérimentale démontrent que la présence des fibres influence positivement la capacité portante des poteaux. De plus, les résultats montrent que l'utilisation d'un béton renforcé de fibres métalliques (BFM) peut s'avérer une solution appropriée pour assurer une ductilité adéquate aux poteaux. L'auteur propose des modèles analytiques pour prédire le comportement de poteaux chargés uniaxialement. Le comportement sous tension d'éléments en BFM armés d'une seule barre a été étudié. Les résultats montrent que la présence de fibres améliore la résistance en tension. Une procédure pour la prédiction de la réponse des éléments soumis sous tension, prenant en compte la présence de fibres métalliques, est présentée. Des recherches expérimentales furent entreprises afin d'étudier le comportement de poutres sans étriers. L'influence de la présence de fibres sur le développement de fissures ainsi que les mécanismes de ductilité et de rupture est discutée. Les résultats montrent que l'ajout de fibres améliore la capacité portante et la ductilité des poutres. Une procédure est suggérée afin de déterminer la capacité portante de poutres construits avec BFM.
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.
Pełny tekst źródłaKyvelou, Pinelopi. "Structural behaviour of composite cold-formed steel systems". Thesis, Imperial College London, 2017. http://hdl.handle.net/10044/1/50694.
Pełny tekst źródłaChon, Sok-Hyon 1974. "Structural applications and feasibility of prestressed steel members". Thesis, Massachusetts Institute of Technology, 2001. http://hdl.handle.net/1721.1/84296.
Pełny tekst źródłaIncludes bibliographical references (leaves 46-47).
by Sok-Hyon Chon (a.k.a. Ken Tuttle)
M.Eng.
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.
Pełny tekst źródłaWang, Xiaoyi. "Structural Condition Assessment of Steel Stringer Highway Bridges". University of Cincinnati / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1115351511.
Pełny tekst źródłaReis, Jonathan M. "Structural Concrete Design with High-Strength Steel Reinforcement". University of Cincinnati / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1277124990.
Pełny tekst źródłaCorner, Quinten. "Torsional buckling and instability of steel structural members". Master's thesis, University of Cape Town, 2003. http://hdl.handle.net/11427/5056.
Pełny tekst źródłaLaw, Kwan Ho. "Instabilities in structural steel elliptical hollow section members". Thesis, Imperial College London, 2010. http://hdl.handle.net/10044/1/6205.
Pełny tekst źródłaWang, 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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