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Seismic response analysis of continuous rigid frame bridge considering canyon topography effects under incident SV waves

Guoliang Zhou Xiaojun Li Xingjun Qi

地震学报（英文版）2010，Vol.23Issue(1)：53-61,9.

地震学报（英文版）2010，Vol.23Issue(1)：53-61,9.DOI:10.1007/s11589-009-0065-7

Seismic response analysis of continuous rigid frame bridge considering canyon topography effects under incident SV waves

Guoliang Zhou ¹Xiaojun Li ¹Xingjun Qi²

作者信息

1. Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
2. School of Civil Engineering, Shandong Jianzhu University, Ji'nan 250101, China
折叠

摘要

关键词

rigid frame bridge/canyon topography effect/multi-support excitation/improved large-mass method/seismic response

Key words

rigid frame bridge/canyon topography effect/multi-support excitation/improved large-mass method/seismic response

分类

天文与地球科学

引用本文复制引用

Guoliang Zhou,Xiaojun Li,Xingjun Qi..Seismic response analysis of continuous rigid frame bridge considering canyon topography effects under incident SV waves[J].地震学报（英文版）,2010,23(1):53-61,9.

基金项目

This study is jointly supported by National Natural Science Foundation of China (No. 50708100), National Science and Technology Support Project of China (No. 2006BAC13B02) and partially by Basic Research Program of Institute of Mechanics Engineering, China Earthquake Administration(No.2007B02). （No. 50708100）

地震学报（英文版）

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ISSN：1000-9116

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