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抗震分析反应谱法和时程分析法数值仿真比较

吴小峰 孙启国 狄杰建 周迎春

西北地震学报2011,Vol.33Issue(3):275-278,304,5.
西北地震学报2011,Vol.33Issue(3):275-278,304,5.

抗震分析反应谱法和时程分析法数值仿真比较

A Numerical Simulation Comparison between Response Spectrum Analysis and Time History Analysis

吴小峰 1孙启国 1狄杰建 1周迎春1

作者信息

  • 1. 北方工业大学机电工程学院,北京 100141
  • 折叠

摘要

Abstract

Based on ANSYS FEM software, the simulation results of response spectrum analysis method and time history analysis method are compared. The concurrence of tow methods and comparability of the results are studied. The result shows that the influences of characteristics of ground motion and the structure dynamic characteristics on earthquake response are taken into account in the calculation processes of both methods, and the calculation results of the earthquake response peak values and the main response frequencies are consistent.

关键词

有限元模型/反应谱法/时程分析法/地震响应

Key words

Finite element model/ Response spectrum analysis method/ Time history analysis methods / Earthquake response

分类

土木建筑

引用本文复制引用

吴小峰,孙启国,狄杰建,周迎春..抗震分析反应谱法和时程分析法数值仿真比较[J].西北地震学报,2011,33(3):275-278,304,5.

西北地震学报

OA北大核心CSCDCSTPCD

1000-0844

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