Dynamic Performance Analysis of Steel Frame Structure under Seismic Action
Authors
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Xiaojun Yuan 
Jiangsu Testing Center for Quality of Construction Engineering Co., Ltd.
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Yanmu Qu
Jiangsu Testing Center for Quality of Construction Engineering Co., Ltd.
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Jinlong Liu
Jiangsu Testing Center for Quality of Construction Engineering Co., Ltd.
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Kailin Wei
Jiangsu Testing Center for Quality of Construction Engineering Co., Ltd.
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Haifeng Zong
Jiangsu Testing Center for Quality of Construction Engineering Co., Ltd.
DOI:
https://doi.org/10.30564/frae.v2i2.829Abstract
In order to find out the dynamic characteristics of a steel frame structure project in the 8 degree (0.3<em>g</em>) 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 performanceReferences
[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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Copyright © 2019 Xiaojun Yuan, Yanmu Qu, Jinlong Liu, Kailin Wei, Haifeng Zong
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.