
Dynamic Performance Analysis of Steel Frame Structure under Seismic Action
Author(s) -
Yuan Xiao-jun,
Yanmu Qu,
Jinlong Liu,
Kailin Wei,
Haifeng Zong
Publication year - 2019
Publication title -
frontiers research of architecture and engineering
Language(s) - English
Resource type - Journals
eISSN - 2591-7595
pISSN - 2591-7587
DOI - 10.30564/frae.v2i2.829
Subject(s) - structural engineering , finite element method , frame (networking) , action (physics) , seismic wave , seismic analysis , computer science , incremental dynamic analysis , engineering , geology , seismology , mechanical engineering , physics , quantum mechanics
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.