Thèses sur le sujet « Reinforced concrete construction Ductility »
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Gravina, Rebecca Jane. « Non-linear overload behaviour and ductility of reinforced concrete flexural members containing 500MPa grade steel reinforcement ». Title page, contents and abstract only, 2002. http://web4.library.adelaide.edu.au/theses/09PH/09phg777.pdf.
Texte intégralZaina, Mazen Said Civil & Environmental Engineering Faculty of Engineering UNSW. « Strength and ductility of fibre reinforced high strength concrete columns ». Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2005. http://handle.unsw.edu.au/1959.4/22054.
Texte intégralChen, Mantai, et 陈满泰. « Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2014. http://hdl.handle.net/10722/206429.
Texte intégralpublished_or_final_version
Civil Engineering
Master
Master of Philosophy
Chau, Siu-lee. « Effects of confinement and small axial load on flexural ductility of high-strength reinforced concrete beams ». Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B31997661.
Texte intégralChau, Siu-lee, et 周小梨. « Effects of confinement and small axial load on flexural ductility of high-strength reinforced concrete beams ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B31997661.
Texte intégralBroms, Carl Erik. « Concrete flat slabs and footings : Design method for punching and detailing for ductility ». Doctoral thesis, KTH, Brobyggnad inkl stålbyggnad, 2005. http://innopac.lib.kth.se/search/.
Texte intégral"ISRN KTH/BKN/B-80-SE." "Dept. of Civil and Architectural Engineering, Division of Structural Design and Bridges, Royal Institute of Technology, Stockholm. " Includes bibliographical references. Available from the Royal Institute of Technology (Sweden) Library as a .pdf document http://www.lib.kth.se/main/eng/
Yuksel, Bahadir S. « Experimental Investigation Of The Seismic Behavior Of Panel Buildings ». Phd thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/2/1070309/index.pdf.
Texte intégralzce provinces in Turkey with magnitudes (Mw) 7.4 and 7.1, respectively. These catastrophes caused substantial structural damage, casualties and loss of lives. In the aftermath of these destructive earthquakes, neither demolished nor damaged shear-wall dominant buildings constructed by tunnel form techniques were reported. In spite of their high resistance to earthquake excitations, current seismic code provisions including the Uniform Building Code and the Turkish Seismic Code present limited information for their design criteria. This study presents experimental investigation of the panel unit having H-geometry. To investigate the seismic behavior of panel buildings, two prototype test specimens which have H wall design were tested at the Structural Mechanics Laboratory at METU. The experimental work involves the testing of two four-story, 1/5-scale reinforced concrete panel form building test specimens under lateral reversed loading, simulating the seismic forces and free vibration tests. Free vibration tests before and after cracking were done to assess the differences between the dynamic properties of uncracked and cracked test specimens. A moment-curvature program named Waller2002 for shear walls is developed to include the effects of steel strain hardening, confinement of concrete and tension strength of concrete. The moment-curvature relationships of panel form test specimens showed that walls with very low longitudinal steel ratios exhibit a brittle flexural failure with very little energy absorption. Shear walls of panel form test specimens have a reinforcement ratio of 0.0015 in the longitudinal and vertical directions. Under gradually increasing reversed lateral loading, the test specimens reached ultimate strength, as soon as the concrete cracked, followed by yielding and then rupturing of the longitudinal steel. The displacement ductility of the panel form test specimens was found to be very low. Thus, the occurrence of rupture of the longitudinal steel, as also observed in analytical studies, has been experimentally verified. Strength, stiffness, energy dissipation and story drifts of the test specimens were examined by evaluating the test results.
Soesianawati, M. T. « Limited ductility design of reinforced concrete columns ». Thesis, University of Canterbury. Department of Civil Engineering, 1986. http://hdl.handle.net/10092/3643.
Texte intégralKim, SangHun Aboutaha Riyad S. « Ductility of carbon fiber-reinforced polymer (CFRP) strengthened reinforced concrete ». Related Electronic Resource : Current Research at SU : database of SU dissertations, recent titles available full text, 2003. http://wwwlib.umi.com/cr/syr/main.
Texte intégralLau, Tak-bun Denvid. « Flexural ductility improvement of FRP-reinforced concrete members ». Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B38907756.
Texte intégralLau, Tak-bun Denvid, et 劉特斌. « Flexural ductility improvement of FRP-reinforced concrete members ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B38907756.
Texte intégralWatson, Soesianawati. « Design of reinforced concrete frames of limited ductility ». Thesis, University of Canterbury. Department of Civil Engineering, 1989. http://hdl.handle.net/10092/3745.
Texte intégralAzizi, Abdul R. « Modelling moment redistribution in continuous reinforced concrete beams ». Thesis, Durham University, 1996. http://etheses.dur.ac.uk/1578/.
Texte intégralDavies, Paul. « Ductility and Deformability of FRP Strengthened Reinforced Concrete Structures ». Thesis, University of South Wales, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.517957.
Texte intégralWassouf, Mohamad. « Bond and ductility of concrete reinforced with various steel bars surface and ductility conditions ». Thesis, University of Birmingham, 2015. http://etheses.bham.ac.uk//id/eprint/6272/.
Texte intégralHo, Yin Bon. « Enhancing the ductility of non-seismically designed reinforced concrete shear walls / ». View abstract or full-text, 2006. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202006%20HO.
Texte intégralMostofinejad, Davood. « Ductility and moment redistribution in continuous FRP reinforced concrete beams ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp02/NQ26859.pdf.
Texte intégralZahn, Franz August. « Design of reinforced concrete bridge columns for strength and ductility ». Thesis, University of Canterbury. Department of Civil Engineering, 1985. http://hdl.handle.net/10092/2872.
Texte intégralGoodfellow, Roderick Gerald Charles. « Ductility of reinforced concrete flexural members constructed from high performance steel and concrete ». Thesis, Imperial College London, 1999. http://hdl.handle.net/10044/1/7645.
Texte intégralOzcan, Okan. « Improving Ductility And Shear Capacity Of Reinforced Concrete Columns With Carbon Fiber Reinforced Polymer ». Phd thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12611292/index.pdf.
Texte intégralAdwan, Osama K. « Engineering properties and structural behaviour of high strength reinforced concrete beams ». Thesis, University of Abertay Dundee, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.360744.
Texte intégralIslam, Md Shahidul. « Shear capacity and flexural ductility of reinforced high- and normal-strength concrete beams ». Thesis, Hong Kong : University of Hong Kong, 1996. http://sunzi.lib.hku.hk/hkuto/record.jsp?B1766536X.
Texte intégralDenton, Stephen Richard. « The strength of reinforced concrete slabs and the implications of limited ductility ». Thesis, University of Cambridge, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.274164.
Texte intégralShwani, Mohamed K. « Enhancing Ductility of One-way Concrete Slabs Reinforced With Welded Wire Reinforcement ». DigitalCommons@USU, 2017. https://digitalcommons.usu.edu/etd/6894.
Texte intégralLyon, Jeffrey G. « FRP CONFINED REINFORCED CONCRETE CIRCULAR CROSS SECTION SEISMIC APPLICATIONS ». DigitalCommons@CalPoly, 2009. https://digitalcommons.calpoly.edu/theses/149.
Texte intégralIslam, Mohammad M. « Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel ». Thesis, Curtin University, 2002. http://hdl.handle.net/20.500.11937/631.
Texte intégralLau, Shuk-lei. « Rehabilitation of reinforced concrete beam-column joints using glass fibre reinforced polymer sheets ». Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B32001630.
Texte intégralPlumb, Alex David. « Seismic Behavior of GFRP-Reinforced Concrete Beams and Moment Frames ». Master's thesis, Alma Mater Studiorum - Università di Bologna, 2021.
Trouver le texte intégralAbdulkadir, Ramzi I. « Strength and ductility of concrete columns reinforced with welded wire fabric and/or rebars ». Thesis, University of Ottawa (Canada), 1991. http://hdl.handle.net/10393/6020.
Texte intégralCarlin, Brian Patrick. « Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates ». Thesis, Virginia Tech, 1998. http://hdl.handle.net/10919/36546.
Texte intégralMaster of Science
Yosefani, Anas. « Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete ». PDXScholar, 2018. https://pdxscholar.library.pdx.edu/open_access_etds/4402.
Texte intégralLau, Shuk-lei, et 劉淑妮. « Rehabilitation of reinforced concrete beam-column joints using glass fibre reinforced polymer sheets ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B32001630.
Texte intégralTanaka, Hitoshi. « Effect of lateral confining reinforcement on the ductile behaviour of reinforced concrete columns ». Thesis, University of Canterbury. Civil Engineering, 1990. http://hdl.handle.net/10092/1241.
Texte intégralNeela, Subhashini. « Flexural Behavior of Basalt FRP Bar Reinforced Concrete Members With and Without Polypropylene Fiber ». University of Akron / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=akron1291084015.
Texte intégralIslam, Mohammad M. « Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel ». Curtin University of Technology, Department of Civil Engineering, 2002. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=13212.
Texte intégralAraba, Almahdi M. A. A. « Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars ». Thesis, University of Bradford, 2017. http://hdl.handle.net/10454/16920.
Texte intégralMahjoub-Moghaddas, Hamid. « Tensile and shear impact strength of concrete and fibre reinforced concrete ». Thesis, Cardiff University, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.261439.
Texte intégral黃玉平 et Yuping Huang. « Nonlinear analysis of reinforced concrete structures ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1993. http://hub.hku.hk/bib/B31233090.
Texte intégralHuang, Yuping. « Nonlinear analysis of reinforced concrete structures / ». [Hong Kong] : University of Hong Kong, 1993. http://sunzi.lib.hku.hk/hkuto/record.jsp?B13458917.
Texte intégralMACHADO, MARCELIA GOMES. « EXPERIMENTAL STUDY ON DUCTILITY OF REINFORCED CONCRETE BEAMS STRENGTHENED IN FLEXURE WITH CARBON FIBER COMPOSITES ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2004. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5867@1.
Texte intégralEste trabalho experimental tem como objetivo estudar a ductilidade de vigas retangulares de concreto armado reforçadas à flexão utilizando compósitos com tecido de fibras de carbono. No estudo realizado são apresentados os conceitos clássicos de ductilidade e é proposta uma nova sistemática para obtenção do índice de ductilidade, baseada nas considerações da energia elástica e da energia inelástica. A ductilidade é determinada por meio de um índice energético, que se caracteriza como uma forma mais eficiente para a determinação e análise da ductilidade em elementos estruturais. O programa experimental consistiu no ensaio de sete vigas bi-apoiadas, sendo uma viga de referência e as demais reforçadas à flexão com tecido de fibras de carbono. Todas as vigas possuem as mesmas características mecânicas e geométricas e foram dimensionadas de modo a garantir a ruptura por flexão. A viga de referência, a primeira ensaiada, não foi reforçada e serviu para comparações de incremento de rigidez e resistência após a aplicação do reforço. As vigas reforçadas foram divididas em dois grupos. O grupo A é constituído de duas vigas, reforçadas inicialmente com uma e duas camadas de tecido de fibra de carbono. O grupo B é constituído por quatro vigas que foram reforçadas após um carregamento inicial. Neste grupo, duas vigas foram reforçadas com uma camada de tecido de fibra de carbono e as outras duas foram reforçadas com duas camadas de tecido de fibras de carbono, correspondendo à mesma área total de reforço das anteriores. Todas as vigas foram concretadas, instrumentadas e ensaiadas no Laboratório de Estruturas e Materiais da PUC-Rio. Os ensaios das vigas do grupo B foram realizados com as vigas pré-ensaiadas, reforçadas sob deformação constante e em seguida levadas à ruptura. A deformação foi mantida constante durante a aplicação e o período de cura do reforço. Os resultados obtidos em termos de carga, flecha, momento, curvatura, ductilidade energética e rotação plástica foram analisados. Os estudos realizados mostraram que o reforço com compósitos de fibras de carbono é uma técnica eficaz, que as vigas apresentam ductilidade adequada e que os índices energéticos propostos são adequados para este tipo de estudo.
The objective of this experimental work is to study the ductility of reinforced concrete beams strengthened in flexure using externally bonded carbon fiber fabric composites. This study presents the classic concepts of ductility and proposes a new systematic to obtain the ductility index, which is based on the considerations of elastic and inelastic energy. The ductility was determined by an energetic index, which has seen to be a more efficient method to establish and analyze the ductility of structural elements. The experimental program consisted of seven beams tests. One was used as a control beam without external reinforcement and the others were strengthened with carbon fibers in order to resist flexural load. All the beams had the same mechanical and geometrical characteristics and were designed to fail in flexure. The control beam was not strengthened and its purpose was to compare the stiffness increase and resistance after the strength. The strengthened beams were divided in two groups. Group A was constituted by two beams, initially strengthened by one and two layers of carbon fiber fabric. Group B was formed by four beams which were strengthened after the application of an initial load. In this group, two beams were strengthened by one layer of carbon fiber fabric and the other two were strengthened by two layers, which corresponded to the same area of the others. All the beams were cast, instrumented and tested in the Structural and Materials Laboratory at PUC-Rio. Group B tests were performed with the pretested beams strengthened under constant strain, and then loaded up to rupture. The strain was kept constant during the application and cure of the external reinforcement. The results obtained in terms of load, deflection, resistant moment, curvature, energetic ductility indexes and plastic rotation were analyzed. The study showed that the reinforcement using carbon fiber fabric composites is an efficient technique, the beams presented adequate ductility and the proposed energetic ductility indexes are consistent formulae for this kind of study.
Peng, Jun, et 彭军. « Strain gradient effects on flexural strength and ductility design of normal-strength RC beams and columns ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B48329630.
Texte intégralpublished_or_final_version
Civil Engineering
Doctoral
Doctor of Philosophy
Ho, Ching-ming Johnny, et 何正銘. « Inelastic design of reinforced concrete beams and limited ductilehigh-strength concrete columns ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B27500305.
Texte intégralBliuc, Radu Aerospace Civil & Mechanical Engineering Australian Defence Force Academy UNSW. « Particularities of the structural behaviour of reinforced high strength concrete slabs ». Awarded by:University of New South Wales - Australian Defence Force Academy. School of Aerospace, Civil and Mechanical Engineering, 2004. http://handle.unsw.edu.au/1959.4/38749.
Texte intégralAdhikari, Sudeep. « Mechanical and Structural Characterization of Mini-Bar Reinforced Concrete Beams ». University of Akron / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=akron1386682169.
Texte intégralWong, Koon-Wan. « Non-linear behaviour of reinforced concrete frames / ». Title page, contents and abstract only, 1989. http://web4.library.adelaide.edu.au/theses/09PH/09phw872.pdf.
Texte intégralPichardo, C., C. Pichardo, W. Tovar et V. I. Fernandez-Davila. « Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars ». Institute of Physics Publishing, 2020. http://hdl.handle.net/10757/651796.
Texte intégralOlonisakin, Akinwumi Adeyemi. « Reinforced concrete slabs with partial lateral edge restraint ». Thesis, University of Cambridge, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.325008.
Texte intégralEilers, Michael G. Thiagarajan Ganesh. « Ductility behavior of concrete flexural members reinforced with a hybrid combination of GFRP and mild steel ». Diss., UMK access, 2006.
Trouver le texte intégral"A thesis in civil engineering." Typescript. Advisor: Ganesh Thiagarajan. Vita. Title from "catalog record" of the print edition Description based on contents viewed Oct. 30, 2007. Includes bibliographical references (leaves 70-71). Online version of the print edition.
Ali, Mir Mazher Carleton University Dissertation Engineering Civil and Environmental. « A new concept in achieving ductility in FRP reinforced concrete members ; an analytical and experimental study ». Ottawa, 1995.
Trouver le texte intégralBetaque, Andrew D. « Evaluation of software for analysis and design of reinforced concrete structures ». Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-09192009-040235/.
Texte intégral