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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
Search results
Showing 41 to 50 of 346 (0.027 seconds)Spelling suggestions: "subject:"concrete teams"" "subject:"concrete beams""
| 41 |
Transfer length in prestessed self-consolidating concreteSwords, Jesse Shane, January 2005 (has links) (PDF)
Thesis(M.S.)--Auburn University, 2005. / Abstract. Vita. Includes bibliographic references.
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| 42 |
Creep behavior of self-consolidating concreteKavanaugh, Bryan Palmer, Schindler, Anton K. January 2008 (has links) (PDF)
Thesis (M.S.)--Auburn University, 2008. / Abstract. Vita. Includes bibliographical references.
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| 43 |
Comparison of design methods for shear in reinforced concrete beams /Loulizi, Amara, January 1992 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1992. / Vita. Abstract. Includes bibliographical references (leaves 117-119). Also available via the Internet.
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| 44 |
Lateral torsional buckling of rectangular reinforced concrete beamsKalkan, Ilker. January 2009 (has links)
Thesis (Ph.D)--Civil and Environmental Engineering, Georgia Institute of Technology, 2010. / Committee Chair: Zureick Abdul-Hamid; Committee Member: Ellingwood, Bruce R.; Committee Member: Kahn, Lawrence F.; Committee Member: Kardomateas, George A.; Committee Member: Will, Kenneth M. Part of the SMARTech Electronic Thesis and Dissertation Collection.
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| 45 |
Behavior of hollow, rectangular concrete piers subjected to biaxial bendingSanta Maria, Raul Hernan. January 2001 (has links) (PDF)
Thesis (Ph. D.)--University of Texas at Austin, 2001. / Vita. Includes bibliographical references. Available also from UMI Company.
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| 46 |
Time dependent behaviour of statically indeterminate prestressed concrete structuresLinkeshwaran, Ponnam Palam January 2001 (has links)
No description available.
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| 47 |
The shear capacity of reinforced concrete beam - column connectionsPeter, Bruce Gregor William January 1971 (has links)
This thesis is to determine the shear capacity of a reinforced concrete beam column connection at zero moment. The joint under study is formed by casting the beam against a smooth column face with the top and bottom reinforcing bars projecting through the joint and no key or surface roughening provided. The variables considered are the size of reinforcing bars and the distance to the first beam stirrup.
The strength of the joint is broken down into components of a) top dowels b) bottom dowels and c) interface bond and friction. The components and the entire joint strength are investigated theoretically and experimentally.
Comparisons of both theoretical and experimental results are compared and show that the strength of the joint can be predicted from the sum of the top and bottom dowel strengths.
The strength of this beam column connection is shown to provide adequate strength and a method is suggested for calculating the shear capacity of the joint. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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| 48 |
The shear strength of reinforced concrete T-beams.Hakkenberg van Gaasbeek, Rene. January 1966 (has links)
No description available.
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| 49 |
Top-bar and embedment length effects in reinforced concrete beamsJeanty, Paul Roland. January 1978 (has links)
No description available.
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| 50 |
A design method for masonry walls on concrete beams /Pradolin, Luigi January 1979 (has links)
No description available.
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