Great span continuous rigid frame bridge piers earthquake response analysis

DOI

10.2991/iccet-15.2015.264How to use a DOI?

Keywords

Seismic response;Spectrum analysis;Continuous rigid bridge

Abstract

In order to analyze the form of piers span continuous rigid frame bridge seismic impact on the order of a continuous rigid frame bridge engineering background, the use of large-scale professional finite element analysis software MIDAS CIVIL build dynamic analysis models were different cross-sectional forms modal pier analysis, using dynamic response spectrum analysis method to calculate the dynamic response of the structure, and comparative analysis of different results, the conclusions of large span continuous seismic analysis and design of the bridge just enough to provide relevant basis.

Copyright

© 2015, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Xing-Shun Liu
AU  - Jian-Tao Peng
AU  - Xiao-Jun Ning
PY  - 2015/11
DA  - 2015/11
TI  - Great span continuous rigid frame bridge piers earthquake response analysis
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 1415
EP  - 1420
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.264
DO  - 10.2991/iccet-15.2015.264
ID  - Liu2015/11
ER  -