Rozprawy doktorskie na temat „Concrete construction”
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Leung, Chun-yu Cliff, i 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.
Pełny tekst źródłapublished_or_final_version
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.
Pełny tekst źródłaVisagie, 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/.
Pełny tekst źródłaMahjoub-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.
Pełny tekst źródłaHo, Ching-ming Johnny, i 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.
Pełny tekst źródłaShurafa-Daoudi, Mohamed Tarek Suleiman. "Wick action in concrete". Thesis, Imperial College London, 1999. http://hdl.handle.net/10044/1/7419.
Pełny tekst źródłaLiu, 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.
Pełny tekst źródłaMeadows, Jason Lee. "Early-age cracking of mass concrete structures". Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/MEADOWS_JASON_53.pdf.
Pełny tekst źródłaWhigham, 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.
Pełny tekst źródłaSeracino, 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.
Pełny tekst źródłaMaruri, Rodolfo Felipe. "Iterative computer analysis of post-tensioned concrete beams and frames". Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/19510.
Pełny tekst źródłaConstantino, 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.
Pełny tekst źródłaJiménez, 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.
Pełny tekst źródłaFung, 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.
Pełny tekst źródłaAlamin, 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.
Pełny tekst źródłaFung, Wing-kun, i 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.
Pełny tekst źródłaOmar, Wahid. "Diaphragm action in precast concrete floor construction". Thesis, University of Nottingham, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.254392.
Pełny tekst źródłaBostanci, Sevket Can. "Low carbon sustainable concrete design and construction". Thesis, Kingston University, 2015. http://eprints.kingston.ac.uk/34545/.
Pełny tekst źródłaWong, 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.
Pełny tekst źródłaSchrader, Ernest K. "Roller compacted concrete (RCC) for dams". Thesis, University of Sheffield, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.284794.
Pełny tekst źródłaMola, Elena. "Criteria for the seismic vulnerability reduction of existing irregular reinforced concrete structures". Grenoble INPG, 2007. http://www.theses.fr/2007INPG0019.
Pełny tekst źródłaThe 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.
Pełny tekst źródłaLoedolff, 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.
Pełny tekst źródłaThesis (PhD)--Stellenbosch University, 1990.
Some digitised pages may appear illegible due to the condition of the original microfiche copy.
ENGLISH ABSTRACT: see item for full text
AFRIKAANSE OPSOMMING: sien item vir volteks.
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.
Pełny tekst źródłaPinheiro, 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.
Pełny tekst źródłaO 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.
Pełny tekst źródłaJang, Se Hoon. "Automated crack control analysis for concrete pavement construction". Thesis, Texas A&M University, 2005. http://hdl.handle.net/1969.1/2553.
Pełny tekst źródłaChai, Hsi-Wen. "Design and testing of self-compacting concrete". Thesis, University College London (University of London), 1998. http://discovery.ucl.ac.uk/1317644/.
Pełny tekst źródłaGuo, Jiansong. "Behaviour of concrete subjected to thermal loading". Thesis, University of Sheffield, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.268266.
Pełny tekst źródłaWong, 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.
Pełny tekst źródłaMitra, 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.
Pełny tekst źródła黃玉平 i Yuping Huang. "Nonlinear analysis of reinforced concrete structures". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1993. http://hub.hku.hk/bib/B31233090.
Pełny tekst źródłaHuang, Yuping. "Nonlinear analysis of reinforced concrete structures /". [Hong Kong] : University of Hong Kong, 1993. http://sunzi.lib.hku.hk/hkuto/record.jsp?B13458917.
Pełny tekst źródła黃崑 i 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.
Pełny tekst źródłaHeritage, Ian. "Direct electric curing of mortar and concrete". Thesis, Edinburgh Napier University, 2001. http://researchrepository.napier.ac.uk/Output/6571.
Pełny tekst źródłaSidorchuk, T. Yu, i 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.
Pełny tekst źródłaConcrete 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, i 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.
Pełny tekst źródłapublished_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.
Pełny tekst źródłaTitle 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.
Pełny tekst źródłaMorrish, Dennis C. "BAKER CONCRETE CONSTRUCTION, INC. MONROE, OHIO An Internship Report". Miami University / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=miami1261587743.
Pełny tekst źródłaOlonisakin, 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.
Pełny tekst źródłaElimov, Radoslav. "The control of concrete quality during slipforming operations". Thèse, Université de Sherbrooke, 2003. http://savoirs.usherbrooke.ca/handle/11143/1751.
Pełny tekst źródłaBerry, 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.
Pełny tekst źródłaCheng, Bei, i 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.
Pełny tekst źródłaGross, 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.
Pełny tekst źródłaMollo, Lesiba George. "Concrete work decision analysis in Bloemfontein". Thesis, Nelson Mandela Metropolitan University, 2017. http://hdl.handle.net/10948/19190.
Pełny tekst źródłaLau, Shuk-lei, i 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.
Pełny tekst źródłaJurgens, 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.
Pełny tekst źródłaBazalar, La Puerta Luis Ricardo, i 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.
Pełny tekst źródłaThe 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/.
Pełny tekst źródła