Long-Period Response Spectrum and Earthquake Response Analysis of Super High-Rise Building

Abstract:

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Based on seismic records with large long-period components at home and abroad, carried on uniform error correction processing and rough site classification, then, used numerical analysis software-MATLAB to calculate the average response spectrum of different types of venues, and used the least square method to do sub-fitting for them, got the long-period quasi-regulatory response spectrums of all kinds of venues; using the general-purpose finite element analysis software-ANSYS, a super high-rise building structural analysis model was established, inputted the fitted long-period seismic response spectrum and the design response spectrum of Shanghai anti-seismic standards, by comparing the results of structural seismic responeses under the two kinds of response spectrum, the long-period seismic response of super high-rise building was investigated, and some valuable conclusions were obtained for reference.

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Edited by:

Lijuan Li

Pages:

3964-3971

DOI:

10.4028/www.scientific.net/AMR.163-167.3964

Citation:

Z. X. Zhang and Q. J. Chen, "Long-Period Response Spectrum and Earthquake Response Analysis of Super High-Rise Building", Advanced Materials Research, Vols. 163-167, pp. 3964-3971, 2011

Online since:

December 2010

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Price:

$35.00

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