Global ETD Search

11	Development of an optimized short-span steel bridge design package Nagy, Gabor I. January 2008 (has links) Thesis (M.S.)--West Virginia University, 2008. / Title from document title page. Document formatted into pages; contains xiv, 153 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 113-114).
12	Flexural strength and ductility of highway bridge I-girders fabricated from HPS-100W steel / Salem, Emad Said Mohamed, January 2004 (has links) Thesis (Ph. D.)--Lehigh University, 2004. / Includes vita. In two parts. Includes bibliographical references (leaves 531-533). Bridges, Iron and steel. Steel I-beams.
13	A study of influence line analysis of stresses in a cantilever steel highway bridge Snyder, Lawrence King. January 1932 (has links) (PDF) Thesis (M.S.)--University of Missouri, School of Mines and Metallurgy, 1932. / The entire thesis text is included in file. Typescript. Title from title screen of thesis/dissertation PDF file (viewed June 9, 2010) Includes bibliographical references (p. 95-96) and index (p. 97-99).
14	Evaluation of experimental bridge Massman Drive bridge over Interstate 40 in Davidson County / Pettus, Jeremy Glen , January 2005 (has links) (PDF) Thesis (M.S.) -- University of Tennessee, Knoxville, 2005. / Title from title page screen (viewed on Sept. 6, 2005). Thesis advisor: Edwin G. Burdette. Document formatted into pages (xii, 85 p. : ill. (some col.)). Vita. Includes bibliographical references (p. 35-37).
15	Fatigue reliability and optimal inspection strategies for steel bridges Chung, 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.
16	Improving fatigue strength of welded joints / Takamori, Hiroyuki, January 1999 (has links) Thesis (Ph. D.)--Lehigh University, 2000. / Includes vita. Includes bibliographical references (leaves 124-128).
17	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.
18	High cycle fatigue modeling and analysis for deck floor truss connection details DePiero, Anthony H. 25 June 1997 (has links) The Oregon Department of Transportation is responsible for many steel deck truss bridges containing connection details that are fatigue prone. A typical bridge, the Winchester Bridge in Roseburg, Oregon, was analyzed to assess the loading conditions, stress levels, and fatigue life of the connection details. The analysis included linear-elastic beam analysis, 2D and 3D finite element modeling, and fatigue modeling. A field identification methodology was developed to expand the analysis to other steel deck truss bridges. Five retrofit strategies were investigated to determine their effectiveness in reducing the stress ranges developed in the connection details. / Graduation date: 1998 Bridges, Iron and steel -- Testing Steel -- Fatigue -- Mathematical models
19	Analysis and design of corrugated web I-girders for bridges using high performance steel / Abbas, Hassan H., January 2003 (has links) Thesis (Ph. D.)--Lehigh University, 2004. / Includes vita. Includes bibliographical references (leaves 411-424).
20	Top-lateral bracing systems for trapezoidal steel box-girder bridges Chen, Brian Scott 28 August 2008 (has links) Not available / text

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