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Test Study on Seismic Performance of Cantilevered Vertical Irregular Model Frame Structure

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Abstract:

This paper is a seismic response study on a vertical irregular frame structure which has a cantilevered top floor. Aimed to analyze the features of seismic response for a vertical irregular frame and scaled model, dynamic time history analysis and shaking table test have been carried out by use of the earthquake waves recorded in WENHUAN earthquake. It shows that the results of dynamic time history analysis and shaking table test are in good agreement, and the earthquake influence coefficients obtained by dynamic time history analysis and shaking table test are larger than the value according to Code, which indicates that the results would be not secure if the simplified methods specified in Code only in the sight of the calculation of earthquake loads.

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Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1035-1041

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1035

Citation:

Cite this paper

Online since:

December 2014

Authors:

Si Tian Chen*, Jie Xu, Hong Hui Xie

Keywords:

Frame Structure, Shaking Table Test, Time-History Analysis, Vertically Irregular

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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* - Corresponding Author

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