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Rotation compatibility approach to moment redistribution for design and rating of steel I-girdersRighman, Jennifer. January 1900 (has links)
Thesis (Ph. D.)--West Virginia University, 2005. / Title from document title page. Document formatted into pages; contains xvi, 363 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 244-252).
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3-D finite element modeling in OpenSees for bridge live-load girder distribution factors /Scoggins, Luke A. January 1900 (has links)
Thesis (M.S.)--Oregon State University, 2008. / Printout. Includes bibliographical references. Also available on the World Wide Web.
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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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Behavior of curved steel trapezoidal box girders during constructionTopkaya, Cem January 2002 (has links) (PDF)
Thesis (Ph. D.)--University of Texas at Austin, 2002. / Vita. Includes bibliographical references. Available also from UMI Company.
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Strengthening existing steel bridge girders by the use of post-installed shear connectorsKwon, Gun Up, January 1900 (has links)
Thesis (Ph. D.)--University of Texas at Austin, 2008. / Vita. Includes bibliographical references.
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The lateral torsional buckling strength of steel I-girders with corrugated webs /Yu, Daming, January 2006 (has links)
Thesis (Ph. D.)--Lehigh University, 2006. / Includes vita. Includes bibliographical references (leaves 360-363).
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