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作者:

Li, Yongmei (Li, Yongmei.) | Wang, Hao (Wang, Hao.) | Li, Yuzhan (Li, Yuzhan.) | Wang, Cheng (Wang, Cheng.)

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摘要:

In order to study the influence of steel-concrete composite slab on the seismic behavior of steel frame structure, the beam-stratified shell mixed models of profiled steel sheeting-concrete composite slabs are set up with the spatial composite effect on slabs taken into consideration.Pushover analysis and dynamic incremental analysis are made, respectively, of a steel frame structure with and without slabs, and the influence of composite slabs on the seismic behavior of steel frame structure in elasto-plastic working state under earthquake is presented. It can be found that the slab spatial composite effect will enhance the strength of beams so as to increase structural lateral stiffness and bearing capacity and decrease structural period and displacement response.But the slab spatial composite effect may reduce structural ductility, hysteresis quality and energy dissipation, and even change the structural expected failure mode of'strong column and weak beam', which is likely to make the structure unsafe. © 2018, Editorial Board of Journal of Tianjin University(Science and Technology). All right reserved.

关键词:

Earthquakes Seismic response Structural frames Energy dissipation Concrete slabs Failure (mechanical) Steel construction

作者机构:

  • [ 1 ] [Li, Yongmei]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Li, Yongmei]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Wang, Hao]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Li, Yuzhan]Hebei Branch Company of China Nuclear Power Engineering Co., Ltd, Shijiazhuang; 500021, China
  • [ 5 ] [Wang, Cheng]CCCC Fourth Highway Engineering Co., Ltd, Beijing; 100022, China

通讯作者信息:

  • [li, yongmei]key laboratory of urban security and disaster engineering, ministry of education, beijing university of technology, beijing; 100124, china;;[li, yongmei]beijing key laboratory of earthquake engineering and structural retrofit, beijing university of technology, beijing; 100124, china

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来源 :

Journal of Tianjin University Science and Technology

ISSN: 0493-2137

年份: 2018

期: 11

卷: 51

页码: 1181-1187

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SCOPUS被引频次: 2

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