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Evaluation of software for analysis and design of reinforced concrete structures /Betaque, Andrew D. January 1992 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1992. / Vita. Abstract. Includes bibliographical references (leaves 110-111). Also available via the Internet.
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The effect of reinforcement corrosion on the structural performance of concrete flexural members.Elgarf, Mahmoud Sabry Abdelwahhab. January 2004 (has links)
Thesis (Ph.D.)--Aberdeen University, 1994. / Title from web page (viewed on Mar. 22, 2010). Includes bibliographical references.
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Seismic performance of full-scale reinforced concrete columnsBae, Sungjin, January 1900 (has links) (PDF)
Thesis (Ph. D.)--University of Texas at Austin, 2005. / Vita. Includes bibliographical references.
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Non-destructive evaluation of gravity load carrying capacity and lateral load damage of reinforced concrete slab-column connectionsArgudo, Jaime Fernando. January 1900 (has links) (PDF)
Thesis (Ph. D.)--University of Texas at Austin, 2006. / Vita. Includes bibliographical references.
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Die skuifsterkte van gewapende betonKrijnauw, Pieter 11 February 2014 (has links)
M.Ing. (Civil Engineering) / The shear strength of a concrete structure is usually determined in practice in accordance with the applicable national concrete design code. Calculation methods prescribed in national design codes differ from code to code and yield widely divergent results. The methods given for different cases in specific codes are often based on different approaches. Further, some of the methods do not agree with the observed behaviour during failure. This shows that there is a need for more accurate methods of determining shear strength, as well as approaches leading to universally applicable methods. A literature study was undertaken to establish whether such methods or approaches have already been developed. Special attention was given to the underlying mechanisms involved in shear resistance, to the shear resistance of concrete elements without shear reinforcement, of elements with varying depth, and of areas near points of contraflexure, and to punching resistance of flat slabs. A review of the latest research on the subject is given, and areas where further research is required, are identified.
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Design of reinforced concrete highway bridgesFUNG, Po Kwan 10 July 1939 (has links)
No description available.
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Compression hinges in reinforced concrete elements.Obeid, Emile H. January 1970 (has links)
No description available.
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The use of elastic finite elements in the design of reinforced concrete flat platesGentry, T. Russell 08 1900 (has links)
No description available.
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Statistical and probabilistic methods for design of reinforced concrete structuresKumar, T. S. S January 2010 (has links)
Digitized by Kansas Correctional Industries
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Seismic considerations in the design of reinforced concrete multi-story structuresMumtaz, Rizwan January 2010 (has links)
Typescript (photocopy). / Digitized by Kansas Correctional Industries
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