of bridges. The results determined with the generalized model compared well with the results of the previous study and effectively validated the model. Analytics, citeable URL: descriptions, attribute Name, values. Relationships, parents: This work has no parents. Skip to Content 3-D finite element modeling in OpenSees for essay on the cold equations bridge live-load girder distribution factors Public Deposited. The Tcl scripting language, used to define the analysis for implementation in OpenSees, enhances the capabilities of generalizing the truck types and loading procedures for analysis. The versatility of the finite element program, OpenSees, allowed for the creation of this generalized bridge model. Pdf: 649429 bytes, checksum: (MD5) ovenance : Submitted by Luke Scoggins ( ) on T19:10:13Z.
Pdf: 649429 bytes, checksum: (MD5) ovenance : Approved for entry into archive by Julie Kurtz( ) on T14:46:22Z (GMT). Date Copyright, date Issued, degree Level, degree Name. Committee Member, academic Affiliation, non-Academic Affiliation, keyword. Creator, abstract or Summary, a generalized, three-dimensional, finite element bridge model was created in order to efficiently and accurately assess live-load girder distribution factors for a variety of bridge types.
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Resource Type, date Available. The girder distribution factors of these conventionally reinforced concrete bridges were determined with the generalized bridge model and argumentative essay written in third person compared to the results of the previous research and to factors determined with the aashto lrfd (2003) specification. The creation of the generalized bridge model was based on previous modeling techniques successfully implemented and tested by different researchers. This model shortens the time required by bridge analysts to develop individual finite element models for bridges of varying geometries. Pdf: 649429 bytes, checksum: (MD5). The generalized finite element bridge model developed for use in OpenSees was validated through comparison to two bridges analyzed by field testing and finite element modeling in a previous research study.
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