DYNAMIC RESPONSE ANALYSIS OF AN INDUSTRIAL BUILDING OF HYBRID STRUCTURE UNDER THE ACTION OF EARTHQUAKES

WANG Jiangang; ZHANG Qing; LI Zhijun; ZHANG Xinyue; LIU Yuanying; MEI Yuan

doi:10.13204/j.gyjzG20082807

Volume 51 Issue 1

Apr. 2021

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(1): 194-199

WANG Jiangang, ZHANG Qing, LI Zhijun, ZHANG Xinyue, LIU Yuanying, MEI Yuan. DYNAMIC RESPONSE ANALYSIS OF AN INDUSTRIAL BUILDING OF HYBRID STRUCTURE UNDER THE ACTION OF EARTHQUAKES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 194-199. doi: 10.13204/j.gyjzG20082807

Citation:

WANG Jiangang, ZHANG Qing, LI Zhijun, ZHANG Xinyue, LIU Yuanying, MEI Yuan. DYNAMIC RESPONSE ANALYSIS OF AN INDUSTRIAL BUILDING OF HYBRID STRUCTURE UNDER THE ACTION OF EARTHQUAKES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 194-199. doi: 10.13204/j.gyjzG20082807

Citation:

WANG Jiangang, ZHANG Qing, LI Zhijun, ZHANG Xinyue, LIU Yuanying, MEI Yuan. DYNAMIC RESPONSE ANALYSIS OF AN INDUSTRIAL BUILDING OF HYBRID STRUCTURE UNDER THE ACTION OF EARTHQUAKES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 194-199. doi: 10.13204/j.gyjzG20082807

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DYNAMIC RESPONSE ANALYSIS OF AN INDUSTRIAL BUILDING OF HYBRID STRUCTURE UNDER THE ACTION OF EARTHQUAKES

doi: 10.13204/j.gyjzG20082807

1. SCEGC No. 5 Construction Engineering Group Co., Ltd., Xi'an 710032, China;
2. College of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China

Received Date: 2020-08-28
Available Online: 2021-04-30

Abstract

Abstract

In order to study seismic responses of industrial workshops with SRC hybrid structure, an actual industrial workshop was simulated and analyzed by the finite element software SAP2000. Through modal analysis, response spectrum analysis, elastic time-history analysis and elastic-plastic time-history analysis, the results showed that the period ratio of the structure was less than 0.9. Under frequent and rare earthquakes, the maximum drift angle of stories by the modal decomposition method for response spectrum and elastic time-history analysis was 1/717, and the peak drift angle of the top floor analyzed by elastoplastic time-history was 1/81, both of which met the requirements of the specification GB 50011-2010 on the drift angles. The displacement responses and acceleration responses of the structure increased with the increase of earthquake intensities, and the instantaneous energy dissipation mainly occured in the peak acceleration periods, and the energy dissipation under rare earthquakes was much higher than that under frequent earthquakes.
- SRC hybrid structure,
- industrial plant,
- seismic response,
- SAP 2000

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References(8)

References

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吴涛,刘伯权,白国良,等.大型厂房框排架结构变形与耗能性能试验[J].长安大学学报(自然科学版),2005(5):62-65.

白国良,刘志钦,康灵果.型钢混凝土框排架结构主厂房拟动力实验研究[J].世界地震工程,2009,25(3):55-60.

薛建阳,梁炯丰,彭修宁,等.大型火电厂钢结构主厂房框排架结构抗震性能试验研究[J].建筑结构学报,2012,33(8):16-22.

吴涛,白国良,刘伯权.大型火力发电厂钢筋混凝土框排架主厂房结构抗震性能试验研究[J].建筑结构学报,2007(3):46-52.

宋远齐,汪小刚,温彦锋,等.大型火电厂主厂房框排架结构静力弹塑性地震反应分析[J].电力建设,2009,30(5):59-62.

中华人民共和国住房和城乡建设部.高层建筑混凝土结构技术规程:JGJ 3-2010[S].北京:中国建筑工业出版社, 2010.

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