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

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

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

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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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