Global ETD Search

91	Empirical shear assessment of reinforced concrete bridge members Warren, Alexander V. R. January 2008 (has links) The overall objective of this thesis is to develop a methodology which can be used to investigate the in-service performance of reinforced concrete members subject to shear loading, in order to update assessments of the shear capacity (and therefore the remaining life) of reinforced concrete bridges. To achieve this end tests have been carried out on two types of reinforced concrete members under different types of loading, with the principal response measured being the relative displacement of the top and bottom faces of the member, which has been referred to throughout as the “through-depth displacement”. The first member tested was a two-span continuous beam containing some web reinforcement in its central shear spans. This was loaded in a series of cycles to progressively increasing peak loads, with a few cycles to lower peak loads being carried out after the application of the higher peak loads. 624.1834
92	Large-scale experimental and analytical seismic studies of a two-span reinforced concrete bridge system Johnson, Nathan Stuart. January 2006 (has links) Thesis (Ph. D.)--University of Nevada, Reno, 2006. / "May, 2006." Includes bibliographical references (leaves 105-107). Online version available on the World Wide Web.
93	Static and viscoelastic investigations of FRP highway bridge deck systems and identification of potential problems Jung, Sungyeop. January 2006 (has links) Thesis (Ph.D.)--State University of New York at Buffalo, 2006. / Includes bibliographical references. Also available online from ProQuest (http://proquest.umi.com/).
94	Blast effects on prestressed concrete bridges Matthews, Debra Sue, January 2008 (has links) (PDF) Thesis (M.S. in civil engineering)--Washington State University, August 2008. / Includes bibliographical references (p. 79-80).
95	Finite-element modeling of a damaged prestressed concrete bridge Shapiro, Kelli Ann, January 2007 (has links) (PDF) Thesis (M.S.)--Auburn University, 2007. / Abstract. Vita. Includes bibliographic references (ℓ. 156-158)
96	Seismic retrofit of rectangular bridge columns using CFRP wrapping Endeshaw, Mesay Abebaw, January 2008 (has links) (PDF) Thesis (M.S. in civil engineering)--Washington State University, May 2008. / Includes bibliographical references (p. 69-70).
97	Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / Seracino, R. January 1999 (has links) (PDF) Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 1999. / Bibliography: leaves 140-144.
98	Testing, assessment and FRP strengthening of concrete T-beam bridges in Pennsylvania Sasher, William C. January 2008 (has links) Thesis (M.S.)--West Virginia University, 2008. / Title from document title page. Document formatted into pages; contains viii, 177 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 130-136).
99	Development of high performance precast/prestressed bridge girders Akhnoukh, Amin K. January 2008 (has links) Thesis (Ph.D.)--University of Nebraska-Lincoln, 2008. / Title from title screen (site viewed Apr. 9, 2009). PDF text: xiii, 166 p. : ill. (chiefly col.) ; 6 Mb. UMI publication number: AAT 3338827. Includes bibliographical references. Also available in microfilm and microfiche formats.
100	Static load testing of a damaged, continuous prestressed concrete bridge Fason, William Ernest. Barnes, Robert W., January 2009 (has links) Thesis--Auburn University, 2009. / Abstract. Includes bibliographical references (p. 142-143).

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