Seismic Performance Reliability Analysis of Frame Structure with Special-Shaped Columns

Yang Liu; Hong Bing Liu

doi:10.4028/www.scientific.net/AMR.594-597.1800

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Seismic Performance Reliability Analysis of Frame...

Seismic Performance Reliability Analysis of Frame Structure with Special-Shaped Columns

Abstract:

The displacement response of special-shaped column frame structure on the elasto-plastic state was obtained with the Pushover method. Using Park-Ang model to calculate the damage level of each floor, and then using the improved mean response spectrum analysis method to compute the mean square response of the maximum elasto-plastic structure interlayer displacement and the probability of different damage levels. The result shows that the seismic performance of special-shaped column structure will be better reflected when the structure is analyzed with the methods mentioned above and these methods have some theoretical significance.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

1800-1804

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.1800

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Online since:

November 2012

Authors:

Yang Liu*, Hong Bing Liu

Keywords:

Frame Structure with Special-Shaped Columns, Improved Mean Response Spectrum Analysis Method, Park-Ang Model, Pushover, Reliability Analysis

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* - Corresponding Author

References

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