Dynamic Performance Analysis of Steel Frame Structure under Seismic Action

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.)

Article ID: 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

Full Text:

PDF

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)



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

Refbacks

  • There are currently no refbacks.
Copyright © 2019 Xiaojun Yuan, Yanmu Qu, Jinlong Liu, Kailin Wei


Creative Commons License
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.