Self-anchored suspension bridge concrete nonlinear finite element analysis.pdf
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Introduction based on finite element theory of concrete self-anchored suspension bridge in the non-linear analysis method, taking into account the main cable sag effect, large displacement effects, the initial internal force effect, concrete shrinkage and creep, prestress loss of structural non-linear impact, taking into consideration the construction phase, the top saddle slip push Canadian girder stent contact with the impact of non-linear. Prepared using the procedure on 240m of a long-span concrete self-anchored suspension bridge - the Songhua River Bridge吉林兰flag analyzed to study the bridge live load non-linear and long-term non-linear behavior, and the construction process carried out analysis of the meaningful results.
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All languages:English Chinese (Simplified) Chinese (Traditional)
Disclaimer:isheu.com aims to provide an online platform for sharing data, not to infringe the intellectual property rights; if you found the file uploaded by users infringe intellectual property rights, please notify us via Email, we will deal with in a timely manner.
