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Concrete bridge deck behavior under thermal loadsJohnson, Jeffrey Keith. January 2005 (has links) (PDF)
Thesis (M.S.)--Montana State University--Bozeman, 2005. / Typescript. Chairperson, Graduate Committee: Jerry Stephens. Includes bibliographical references (leaves 104-106).
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Assessment of constructability and serviceability for straight and skewed steel I-girder bridgesHayes, Andrew January 1900 (has links)
Thesis (M.S.)--West Virginia University, 2005. / Title from document title page. Document formatted into pages; contains x, 149 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 146-149).
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Analytical modeling to predict bridge performance under blast loadingCimo, Renee. January 2007 (has links)
Thesis (M.C.E.)--University of Delaware, 2007. / Principal faculty advisor: Jennifer Righman McConnell, Dept. of Civil & Environmental Engineering. Includes bibliographical references.
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Wood deck bridges-stress laminated wood panels on steel beamsKing, Bryan L. January 2001 (has links)
Thesis (M.S.)--West Virginia University, 2001. / Title from document title page. Document formatted into pages; contains xi, 157 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 96).
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Analysis of layered concrete flexural members /Tantayanondkul, Prasert January 1976 (has links)
No description available.
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Life cycle evaluation of fatigue mitigation for orthotropic steel bridge decks : a thesis submitted in fulfilment of the requirements for the degree of Doctor of Philosophy of Civil and Natural Resources Engineering in the University of Canterbury /Sugioka, Koichi. January 2009 (has links)
Thesis (Ph. D.)--University of Canterbury, 2009. / Typescript (photocopy). Includes bibliographical references (p. 391-394). Also available via the World Wide Web.
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Existing and future plans for the structural health monitoring of the Indian River Inlet BridgeWeston, Daniel Frederick. January 2006 (has links)
Thesis (M.C.E.)--University of Delaware, 2006. / Principal faculty advisor: Michael J. Chajes, Dept. of Civil & Environmental Engineering. Includes bibliographical references.
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Stability of highway bridges subject to scourWalker, James Nickolas. Ramey, George E., January 2008 (has links) (PDF)
Thesis (M.S.)--Auburn University, 2008. / Abstract. Includes bibliographical references (p. 201-202).
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Strengthening historic covered bridges to carry modern trafficCyphers, Rex A. January 2003 (has links)
Thesis (M.S.)--West Virginia University, 2003. / Title from document title page. Document formatted into pages; contains x, 128 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 96-97).
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CONTROLLING BRIDGE PIER SCOUR BY RIP-RAPPINGPacheco Gómez, Rodolfo, 1956- January 1987 (has links)
This thesis is a contribution to the existing knowledge of the nature of the scour hole around bridge piers. The analysis is based on the fictitious, long contraction concept developed by Dr. Emmett M. Laursen. This concept and its equation has been used herein to determine the size of rip-rap particles which will reduce the local scour at bridge piers. Evaluation of the parameters involved in it is required for sizing the rocks in a prototype. Values such as approach velocity, water depth, average diameter of the rip-rap particles in the scour, and geometry of the pier are among the values to be known. Both a graphic and an analytical procedure are proposed as a means to find the size of particles to be used as protection. The discussion and conclusions derived from this investigation will be of great help to civil engineers working in the field of river engineering.
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