THE SEISMIC PERFORMANCE ANALYSIS OF LARGE-SPAN STRUCTURES UNDER THE MULTI-DIMENSIONAL AND MULTI-SUPPORT SEISMIC EXCITATION

Nie Han; Zhou Xiyuan; Yan Weiming

doi:10.13204/j.gyjz201111027

Volume 41 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(11): 125-129

Qiao Guanfeng, Li Tieying. EXISTING CONDITION ASSESSMENT AND STRENGTHENING DESIGN OF FEIYUN WOODEN PAVILION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 170-175. doi: 10.13204/j.gyjz201410033

Citation:

Nie Han, Zhou Xiyuan, Yan Weiming. THE SEISMIC PERFORMANCE ANALYSIS OF LARGE-SPAN STRUCTURES UNDER THE MULTI-DIMENSIONAL AND MULTI-SUPPORT SEISMIC EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 125-129. doi: 10.13204/j.gyjz201111027

Qiao Guanfeng, Li Tieying. EXISTING CONDITION ASSESSMENT AND STRENGTHENING DESIGN OF FEIYUN WOODEN PAVILION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 170-175. doi: 10.13204/j.gyjz201410033

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THE SEISMIC PERFORMANCE ANALYSIS OF LARGE-SPAN STRUCTURES UNDER THE MULTI-DIMENSIONAL AND MULTI-SUPPORT SEISMIC EXCITATION

doi: 10.13204/j.gyjz201111027

1.
Beijing Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China

Received Date: 2011-05-13
Publish Date: 2011-11-20

Abstract

Abstract

Based on the random earthquake field theory,the spatial correlation and non-stationary shaking field with engineering conditions was artificially synthesized,and its correlation analysis was worked in this paper.The seismic response of the general large-span structures was carried on the numerical simulation analysis under multi-dimensional and multi-support seismic excitation,multi-dimensional and uniform seismic excitation,and the reaction rule of pillars shear,pillars torque,beam bending moment and node displacement for the general large-span structures were researched,then some important conclusions were get.These results would provide the reference for the seismic design of a long-span space structure.

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References(8)

References

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[5] 聂晗.大跨空间结构多维多点地震反应及控制[D].北京:北京工业大学,2011.

[6] 王国权,周锡元.台湾集集地震近断层强震地面运动加速度时程的随机特性[J].防灾减灾工程学报,2003,23(4):10-19.

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