Dynamic Performance Analysis of Steel Frame Structure under Seismic Action

Authors

  • Xiaojun Yuan Jiangsu Testing Center for Quality of Construction Engineering Co., Ltd.
  • Yanmu Qu Jiangsu Testing Center for Quality of Construction Engineering Co., Ltd.
  • Jinlong Liu Jiangsu Testing Center for Quality of Construction Engineering Co., Ltd.
  • Kailin Wei Jiangsu Testing Center for Quality of Construction Engineering Co., Ltd.
  • Haifeng Zong Jiangsu Testing Center for Quality of Construction Engineering Co., Ltd.

DOI:

https://doi.org/10.30564/frae.v2i2.829

Abstract

In order to find out the dynamic characteristics of a steel frame structure project in the 8 degree (0.3g) area, the artificial wave, Taft wave and El Centro wave were input by using the finite element analysis software ANSYS. The dynamic time-history analysis of the structure shows the dynamic performance of the structure under the frequent earthquakes and rare earthquakes.

Keywords:

Steel frame structure; Dynamic time-history analysis; Dynamic performance

References

[1] Guoqiang Li. Steel structure design of multi-tall buildings[M]. Beijing: China Building Industry Press, 2004. (in Chinese)

[2] Standards of the People’s Republic of China. Code for seismic design of buildings (GB50011-2010)[S]. Beijing: China Building Industry Press, 2010. (in Chinese)

[3] Bo Zhang, Hetai Sheng. ANSYS finite element numerical analysis principle and engineering application[M]. Beijing: Tsinghua University Press, 2005. (in Chinese)

[4] Guoqiang Li, Jie Li, Xiaozu Su. Seismic design of building structures[M]. Beijing: China Building Industry Press, 2002. (in Chinese)

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Issue

Vol. 2 , Iss. 2 (April 2019)

Article Type

Research Paper

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