Dynamic Performance Analysis of Steel Frame Structure under Seismic Action

Source:
By:Xiaojun Yuan, Yanmu Qu, Jinlong Liu, Kailin Wei

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. References:

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