Dissertations / Theses on the topic 'Concrete construction'
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Leung, Chun-yu Cliff, and 梁鎮宇. "Performance of in-situ concrete stitches in precast concrete segmentalbridges." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B49617758.
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Civil Engineering
Doctoral
Doctor of Philosophy
Dardis, Joseph M. "Recycling Concrete for Sustainable Construction." Cleveland State University / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=csu1364039160.
Full textVisagie, Madeleine. "The effect of microstructure on the properties of foamed concrete." Diss., Pretoria : [s.n.], 2000. http://upetd.up.ac.za/thesis/available/etd-01122007-171046/.
Full textMahjoub-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.
Full textHo, Ching-ming Johnny, and 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.
Full textShurafa-Daoudi, Mohamed Tarek Suleiman. "Wick action in concrete." Thesis, Imperial College London, 1999. http://hdl.handle.net/10044/1/7419.
Full textLiu, Chi-hong. "Time-dependent behaviour of concrete structures with special reference to podium and frame structures." View the Table of Contents & Abstract, 2007. http://sunzi.lib.hku.hk/hkuto/record/B37206515.
Full textMeadows, Jason Lee. "Early-age cracking of mass concrete structures." Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/MEADOWS_JASON_53.pdf.
Full textWhigham, Jared Anthony. "Evaluation of restraint stresses and cracking in early-age concrete with the rigid cracking frame." Auburn, Ala., 2005. http://repo.lib.auburn.edu/2005%20Summer/master's/WHIGHAM_JARED_54.pdf.
Full textSeracino, R. "Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading /." Title page, contents and abstract only, 1999. http://web4.library.adelaide.edu.au/theses/09PH/09phs481.pdf.
Full textMaruri, Rodolfo Felipe. "Iterative computer analysis of post-tensioned concrete beams and frames." Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/19510.
Full textConstantino, Obon Cesar Augusto. "Investigation of the maturity concept as a new quality control/quality assurance measure for concrete /." Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.
Full textJiménez, Pacheco Julio. "Behavior of steel-to-concrete connections for use in repair and rehabilitation of reinforced concrete structures /." Full-text Adobe Acrobat (PDF) file, 1992. http://www.engr.utexas.edu/research/fsel/FSEL_reports/Thesis/Jimenez-Pacheco,%20Julio.pdf.
Full textFung, Wing-kun. "The use of recycled concrete in construction." Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B30517643.
Full textAlamin, Basher. "Analysis of construction loads on concrete formwork." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0006/MQ43645.pdf.
Full textFung, Wing-kun, and 馮永根. "The use of recycled concrete in construction." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B30517643.
Full textOmar, Wahid. "Diaphragm action in precast concrete floor construction." Thesis, University of Nottingham, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.254392.
Full textBostanci, Sevket Can. "Low carbon sustainable concrete design and construction." Thesis, Kingston University, 2015. http://eprints.kingston.ac.uk/34545/.
Full textWong, Ho Fai. "Shear strength and seismic performance of non-seismically designed reinforced concrete beam-column joints /." View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20WONG.
Full textSchrader, Ernest K. "Roller compacted concrete (RCC) for dams." Thesis, University of Sheffield, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.284794.
Full textMola, Elena. "Criteria for the seismic vulnerability reduction of existing irregular reinforced concrete structures." Grenoble INPG, 2007. http://www.theses.fr/2007INPG0019.
Full textThe research is a contribution to the development of tools and criteria for the seismic assessment and retrofitting of existing reinforced concrete structures, in particular plan-wise irregular ones. Ln fact, the 'capacity design' method, based on the rationale of the equal displacernent rule and the central role of ductility, and usually employed for the design of new structures, does not automatically extend to existing irregular structures. The work is thoroughly based on a large scale experimental activity carried out in the framework of the EC-funded project SPEAR (Seismic Performance Assessment and Rehabilitation) and consisting of a series of pseudodynamic tests on a full-size plan-wise irregular three storey frame structure, bath in the as-built and in two different retrofitted configurations. Based on the experimental data, the research attempted at first at clarifying the basic features of the seismic response of such structures ; following to that, the proposed criteria for the reduction of their seismic vulnerability and for the design of effective rehabilitation interventions were presented. To this end, the experimental approach was complemented by the numerical one, with the creation of a numerical model into a finite element structural analysis software and the application of the Karhunen-Loeve nonlinear modal analysis method
Lau, 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.
Full textLoedolff, Matthys Johannes. "The behaviour of reinforced concrete cantilever columns under lateral impact load." Thesis, Stellenbosch : Stellenbosch University, 1989. http://hdl.handle.net/10019.1/67104.
Full textThesis (PhD)--Stellenbosch University, 1990.
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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.
Full textPinheiro, Brunno Antonio Onofre. "Pisos industriais de concreto reforçados com fibras de aço: estado da arte." Universidade Católica de Pernambuco, 2009. http://www.unicap.br/tede//tde_busca/arquivo.php?codArquivo=1112.
Full textO concreto reforçado com fibras de aço é um material compósito, onde o concreto é a matriz e o reforço são as fibras. No Brasil ele começou a ser utilizado na década de 90, e atualmente é uma das soluções mais eficientes para os pisos industriais, que são estruturas muito importantes, pois se constituem na base de toda a produção. Um problema nesses pisos pode significar prejuízos financeiros na ocorrência de interrupção das atividades industriais. Foram estudadas algumas fibras utilizadas como adição para o concreto, em especial as de aço. Foram abordados os principais tipos de pisos de concreto, com ênfase nos reforçados com fibras de aço, suas características, interações fibra x matriz, parâmetros de eficiência, controle de qualidade, principais patologias e terapias, bem como carregamentos atuantes e critérios de dimensionamento. Concluiu-se que as fibras de aço desempenham importante papel no controle de propagação das fissuras, aumentando a ductilidade da placa e a tenacidade, podendo até aumentar a capacidade portante da estrutura dependendo do volume de fibras empregado.
The steel fiber reinforcement concrete is a composite material. The concrete is the matrix and the reinforcement are fibers. In Brazil, it started to be used in the decade of 90, and nowadays its one of the most efficient solution for industrial floors, witch are very important structures because the whole production consists on it. A problem with these kind of floors is that it creates financial damages in the occurrence of interruption of industrial activities. Some fibers had been studied as an addition to the concrete, mostly the steel ones. The main types of concrete floors had been boarded, with emphasis on the reinforced with steel fiber, looking for its characteristics, interactions fiber x matrix, efficiency parameters, quality control, main pathologies and therapies, as well as existent loads and dimensions. It was concluded that the fiber steel performance has an important role in the control of propagation of the cracks, increasing the residual strength factors, even being able to increase the capacity of the structure, depending on the volume of fiber steel that is applied.
Vogt, Carsten. "Ultrafine particles in concrete : Influence of ultrafine particles on concrete properties and application to concrete mix design." Doctoral thesis, KTH, Betongbyggnad, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-12161.
Full textJang, Se Hoon. "Automated crack control analysis for concrete pavement construction." Thesis, Texas A&M University, 2005. http://hdl.handle.net/1969.1/2553.
Full textChai, Hsi-Wen. "Design and testing of self-compacting concrete." Thesis, University College London (University of London), 1998. http://discovery.ucl.ac.uk/1317644/.
Full textGuo, Jiansong. "Behaviour of concrete subjected to thermal loading." Thesis, University of Sheffield, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.268266.
Full textWong, Anthony K. M. "Theoretical investigation of Australian designed reinforced concrete frames subjected to earthquake loading /." Title page, contents and abstract only, 1999. http://web4.library.adelaide.edu.au/theses/09ENS/09ensw872.pdf.
Full textMitra, Nilanjan. "An analytical study of reinforced concrete beam-column joint behavior under seismic loading /." Thesis, Connect to this title online; UW restricted, 2007. http://hdl.handle.net/1773/10156.
Full text黃玉平 and Yuping Huang. "Nonlinear analysis of reinforced concrete structures." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1993. http://hub.hku.hk/bib/B31233090.
Full textHuang, Yuping. "Nonlinear analysis of reinforced concrete structures /." [Hong Kong] : University of Hong Kong, 1993. http://sunzi.lib.hku.hk/hkuto/record.jsp?B13458917.
Full text黃崑 and Kun Huang. "Design and detailing of diagonally reinforced interior beam-column joints for moderate seismicity regions." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B31244233.
Full textHeritage, Ian. "Direct electric curing of mortar and concrete." Thesis, Edinburgh Napier University, 2001. http://researchrepository.napier.ac.uk/Output/6571.
Full textSidorchuk, T. Yu, and Т. Ю. Сидорчук. "Use of modern concrete substitutes in construction and architecture." Thesis, Національний авіаційний університет, 2020. http://er.nau.edu.ua/handle/NAU/42092.
Full textConcrete is a versatile building material that is used in virtually all construction industries. The most common use of concrete for the manufacture of enclosures and load-bearing structures in civil and industrial construction. Monolithic construction of homes is becoming more widely used. Concrete is used for architectural expressiveness of buildings, elements of small and landscape architecture with the use of white and colored cements, decorative fillers and various surface treatments. Concretes are widely used in road and airfield construction. But there are drawbacks to the material: metal reinforcement creates electric fields inside the concrete that have a bad effect on human health; concrete production pollutes the atmosphere; early crack formation in the elongated and rapid opening; great weight. This encourages professionals to look for other materials that could replace concrete in various aspects of construction.
Wang, Lu, and 王璐. "Post-compressed plates for strengthening preloaded reinforced concretecolumns." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hub.hku.hk/bib/B50162664.
Full textpublished_or_final_version
Civil Engineering
Doctoral
Doctor of Philosophy
De, Vial Christophe. "Performance of reinforcement lap splices in concrete masonry." Pullman, Wash. : Washington State University, 2009. http://www.dissertations.wsu.edu/Thesis/Fall2009/C_de-Vial_11024236.pdf.
Full textTitle from PDF title page (viewed on Jan. 26, 2010). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 42).
Matsumoto, Eric Eiji. "Development of a precast bent cap system /." Full text (PDF) from UMI/Dissertation Abstracts International, 2000. http://wwwlib.umi.com/cr/utexas/fullcit?p3004334.
Full textMorrish, Dennis C. "BAKER CONCRETE CONSTRUCTION, INC. MONROE, OHIO An Internship Report." Miami University / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=miami1261587743.
Full textOlonisakin, 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.
Full textElimov, Radoslav. "The control of concrete quality during slipforming operations." Thèse, Université de Sherbrooke, 2003. http://savoirs.usherbrooke.ca/handle/11143/1751.
Full textBerry, Michael Patrick. "Performance modeling strategies for modern reinforced concrete bridge columns /." Thesis, Connect to this title online; UW restricted, 2006. http://hdl.handle.net/1773/10117.
Full textCheng, Bei, and 程蓓. "Retrofitting of deep concrete coupling beams by laterally restrained side plates." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2011. http://hub.hku.hk/bib/B45791132.
Full textGross, Shawn Patrick. "Field performance of prestressed high performance concrete highway bridges in Texas /." Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.
Full textMollo, Lesiba George. "Concrete work decision analysis in Bloemfontein." Thesis, Nelson Mandela Metropolitan University, 2017. http://hdl.handle.net/10948/19190.
Full textLau, Shuk-lei, and 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.
Full textJurgens, Christiaan Johannes. "An investigation into the feasibility of hybrid concrete construction in South Africa." Thesis, Link to the online verion, 2008. http://hdl.handle.net/10019/771.
Full textBazalar, La Puerta Luis Ricardo, and Calderón Miguel Antonio Jesús Cadenillas. "Propuesta de agregado reciclado para la elaboración de concreto estructural con f’c=280 kg/cm2 en estructuras aporticadas en la ciudad de Lima para reducir la contaminación ambiental." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2019. http://hdl.handle.net/10757/628103.
Full textThe present research work to choose the degree in Civil Engineering, with emphasis in the construction branch, had the purpose of evaluating and comparing the behavior of concrete with different proportions of substitution of natural coarse aggregate (AN) by aggregates of recycled concrete (ACR ) in order to obtain a concrete design that allows the reduction and use of natural aggregates, and thus reduce the depredation of quarries. The behavior was evaluated by analyzing the mechanical properties and durability of the types of mixtures made with the objective of obtaining an optimal substitution ratio of AN by ACR so that the properties are within the parameters indicated by the standards. On the other hand, a model of a contributed structure was made to make an Environmental Impact Assessment by using the Life Cycle Assessment (LCA) methodology in the Athena program and, subsequently, the results obtained in said program were compared.
Tesis
Betaque, 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/.
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