Behavior of Super Long Span Cable-Stayed Bridges during the Construction

Peng Liang; Zhong Ping Qin; Guo Xing Wang

doi:10.4028/www.scientific.net/AMM.63-64.474

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 63-64Behavior of Super Long Span Cable-Stayed Bridges...

Behavior of Super Long Span Cable-Stayed Bridges during the Construction

Abstract:

In order to accurately reflect the effects and the spatial and temporal variation of long span cable-stayed bridge during the construction process, this paper, based on total CR formulation and the catenary cable element, improves the existing methods of geometrically nonlinear analysis and then develops a new software for nonlinear analysis of bridge through the entire construction.

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Periodical:

Applied Mechanics and Materials (Volumes 63-64)

Pages:

474-477

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.63-64.474

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Cite this paper

Online since:

June 2011

Authors:

Peng Liang, Zhong Ping Qin, Guo Xing Wang

Keywords:

Construction Sequence, Envelope of Time and Space, Geometrical Nonlinearity, Super-Long-Span Cable-Stayed Bridge, Time-History of Response

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References

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