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Bisherige Ausbildungen des Eisenbetons im Bau und auf bauverwadten GebietenWillnow, Arthur. January 1914 (has links)
Inuag.--diss.--K. Technische Hochschule, Berlin.
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Behavior and design of buried reinforced concrete pipeMaximos, Hany N. January 2009 (has links)
Thesis (Ph.D.)--University of Nebraska-Lincoln, 2009. / PDF text: 1 v. (ca. 200 p. : ill.). UMI publication number: AAT 3378719. Title from title screen (site viewed February 25, 2010). Includes bibliographical references. Also available in microfilm and microfiche formats.
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Dynamic response of reinforced concrete flexeural members /Lal, Jagdish. January 1970 (has links)
Thesis (M.S.)--Ohio State University, 1970. / Includes bibliographical references (leaves 44-45). Available online via OhioLINK's ETD Center
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Load survey of a reinforced concrete warehouseStemm, Howard John 08 1900 (has links)
No description available.
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Behaviour of steel fibre reinforced high performance concrete under biaxial loading conditionsKölle, Boris. January 2006 (has links)
Thesis (Ph.D.) - University of Glasgow, 2006. / Ph.D. thesis submitted to the Department of Civil Engineering, University of Glasgow, 2006. Includes bibliographical references. Print version also available.
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Fire performance of reinforced concrete slabsLevesque, Adam Paul. January 2006 (has links)
Thesis (M.S.)--Worcester Polytechnic Institute. / Keywords: reinforced concrete, performance-based design. Includes bibliographical references. (p.91-93)
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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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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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Reliability assessment of flexural cracking resistance of reinforced concrete retaining structures /Cho, Wah-fu, Gordon. January 1979 (has links)
Thesis (M. Phil.)--University of Hong Kong, 1980.
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Mechanical properties of glass fiber reinforced concrete, and applications in structural designDesai, Bakul B January 2010 (has links)
Photocopy of typescript. / Digitized by Kansas Correctional Industries
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