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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
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Showing 1 to 5 of 5 (0.065 seconds)Spelling suggestions: "subject:"bridges, box girder"" "subject:"bridges, cox girder""
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Development of new distribution factor equations of live load moment and shear for steel open-box girder bridges : a dissertation presented to the faculty of the Graduate School, Tennessee Technological University /Zheng, Lei, January 2008 (has links)
Thesis (Ph.D.)--Tennessee Technological University, 2008. / Bibliography: leaves 146-150.
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| 2 |
Finite element modeling of post-tensioned box girder bridgesZaoui, Ahlem 08 1900 (has links)
No description available.
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| 3 |
Top-lateral bracing systems for trapezoidal steel box-girder bridgesChen, Brian Scott 28 August 2008 (has links)
Not available / text
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| 4 |
Optimum design of straight steel box girder bridgesAl-Shaleh, Khaled 12 1900 (has links)
No description available.
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Inelastic Strength Behavior of Horizontally Curved Composite I-Girder Bridge Structural SystemsJung, Se-Kwon 11 July 2006 (has links)
This research investigates the strength behavior of horizontally curved composite I-girder bridge structural systems, and the representation of this behavior by the AASHTO (2004b) LRFD provisions. The primary focus is on the design of a representative curved composite I-girder bridge tested at the FHWA Turner-Fairbank Highway Research Center, interpretation of the results from the testing of this bridge, including correlation with extensive linear and nonlinear finite element analysis solutions, and parametric extension of the test results using finite element models similar to those validated against the physical tests. These studies support the potential liberalization of the AASHTO (2004b) provisions by the use of a plastic moment based resistance, reduced by flange lateral bending effects, for composite I-girders in positive bending.
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