Open AccessSeismic analysis of multi-story frame office building based on SAP2000
Author(s) -
Jiuyang Li,
Fangqi Li,
Zhiru Cai
Publication year - 2021
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/768/1/012124
Subject(s) - pillar , frame (networking) , structural engineering , seismic analysis , yield (engineering) , finite element method , computer science , response spectrum , software , engineering , civil engineering , physics , telecommunications , programming language , thermodynamics
Taking a multi-storey reinforced concrete frame structure office building as an example, the model analysis, response spectrum analysis and time history analysis of the whole structure are carried out by using the finite element software SAP2000, and the output results of y-pillar in different scenarios are analyzed. The results show that the overall seismic performance of the frame meets the design specifications, and the y-pillar structure meets the elastic and non yield characteristics of the large earthquake.