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Cracking studies of high-performance concrete for bridge decksGong, Zhiguo. January 1900 (has links)
Thesis (Ph. D.)--West Virginia University, 2006. / Title from document title page. Document formatted into pages; contains xiii, 210 p. : ill. (some col), col. map. Includes abstract. Includes bibliographical references (p. 191-199).
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Fatigue reliability and optimal inspection strategies for steel bridgesChung, Hsin-yang, Manuel, Lance, Frank, Karl H. January 2004 (has links)
Thesis (Ph. D.)--University of Texas at Austin, 2004. / Supervisors: Lance Manuel and Karl H. Frank. Vita. Includes bibliographical references. Also available from UMI.
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Dynamic response of highway bridges subjected to heavy vehiclesLi, Hongyi, January 2005 (has links)
Thesis (Ph. D.)--Florida State University, 2005. / Includes vita. Includes bibliographical references (p. 140-144). Also available online via the Florida State University ETD Collection website (http://etd.lib.fsu.edu/).
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Finite element analysis of composite bridge deck jointsDesai, Amit Valmick. January 2007 (has links)
Thesis (M.S.)--West Virginia University, 2007. / Title from document title page. Document formatted into pages; contains x, 101 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 97-101).
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Structural modeling of the Indian River Inlet Bridge under current and potential scour conditionsCann, Michael. January 2009 (has links)
Thesis (M.C.E.)--University of Delaware, 2009. / Principal faculty advisor: Jennifer Righman McConnell, Dept. of Civil & Environmental Engineering. Includes bibliographical references.
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Nonlinear analysis of intermediate support regions of continuous span steel griders /Zubeck, Michael W. January 2000 (has links)
Thesis (Ph. D.)--University of Missouri-Columbia, 2000. / Typescript. Vita. Includes bibliographical references (leaves 206-211). Also available on the Internet.
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Simplified calculation of cable tension in suspension bridgesRichmond, Kenneth Marvin January 1963 (has links)
This thesis presents a method which facilitates rapid determination of the cable tension in suspension bridges. A set of tables and curves is included for use in the application of the method. The method is valid for suspension bridges with stiffening girders or trusses either hinged at the supports or continuous.
A modified superposition method is discussed and the use of influence lines for cable tension in non-linear suspension bridges is demonstrated.
A derivation of the suspension bridge equations is included and various refinements in the theory are discussed.
A computer program to analyse suspension bridges was written as an aid in the research and for the purpose of testing the manual method proposed. A description of the program is included along with Its Fortran listing. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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Seismic retrofit of a reinforced concrete bridge bentCoulombe, Chantal. January 2007 (has links)
No description available.
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Analysis of curved bridge decks陳國煌, Chan, Kwok-wong. January 1969 (has links)
published_or_final_version / Civil Engineering / Master / Master of Science in Engineering
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Complexes of redox-active cyanomanganese ligandsHicks, Owen Michael January 1997 (has links)
No description available.
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