Dynamic Performance Analysis of Steel Frame Structure under Seismic Action | Zendy

Yuan Xiao-jun | Zendy; Yanmu Qu | Zendy; Jinlong Liu | Zendy; Kailin Wei | Zendy; Haifeng Zong | Zendy

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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.

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