Impact of Different Style of Tower-Beam-Connection on Cable-Stayed Bridge's Earthquake Response

Yu Chen

doi:10.4028/www.scientific.net/AMM.539.726

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 539Impact of Different Style of Tower-Beam-Connection...

Impact of Different Style of Tower-Beam-Connection on Cable-Stayed Bridge's Earthquake Response

Abstract:

In this thesis, Three structural systems of main towerbeam-consolidation, two tower-beam-consolidation and none-tower-consolidation with the pile-soil-structure interaction are established ,free vibration characteristics and seismic response of three structural systems are investigated, and seismic response of Response spectrum and Earthquake schedule are analyzed respectively and compared. Studies have shown that in the process of the bridge construction, because of the small span, internal forces were the control action and the displacement is the second.

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Periodical:

Applied Mechanics and Materials (Volume 539)

Pages:

726-730

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.539.726

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Online since:

July 2014

Authors:

Yu Chen

Keywords:

Single-Tower Cable-Stayed Bridge, System Seismic Response, Tower Beam Connection

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References

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