Study on Seismic Performance for Long-Span Continuous Rigid Frame Bridge

Ying Xin Hui; Wen Jie He; Xue Feng Li

doi:10.4028/www.scientific.net/AMR.1079-1080.292

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1079-1080Study on Seismic Performance for Long-Span...

Study on Seismic Performance for Long-Span Continuous Rigid Frame Bridge

Abstract:

Compare the dynamic characteristics and earthquake response between double thin-wall pier and single column pier, also study influence of prestress to seismic response or seismic performance evaluation. The results showed that the performance of double thin-wall pier is more reasonable than that of single column pier, the influence of prestress to seismic response is too small, but is important to seismic performance evaluation which should be considered, and the force of internal and external limb should be reasonable to avoid large difference between the two limbs in serviceability state.

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Periodical:

Advanced Materials Research (Volumes 1079-1080)

Pages:

292-295

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1079-1080.292

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Online since:

December 2014

Authors:

Ying Xin Hui*, Wen Jie He, Xue Feng Li

Keywords:

Double Thin-Wall Pier, Pre-Stress, Rigid Frame Bridges, Single Thin-Wall Pier

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* - Corresponding Author

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