Seismic Analysis of a Masonry Structure Retrofitting

Jing Hai Yu; Shan Shan Zhao; Ning Ning Yu

doi:10.4028/www.scientific.net/AMR.671-674.1423

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Seismic Analysis of a Masonry Structure...

Seismic Analysis of a Masonry Structure Retrofitting

Abstract:

According to the current seismic code, we model one project in PKPM, analysis the seismic resistance of the masonry structure with rigidity and flexibility floor, and study the earthquake shear and seismic capacity compared before and after such structural load changes and retrofitting. And the analysis conclusion can provide the reference of seismic design of such structures.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

1423-1428

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.1423

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Online since:

March 2013

Authors:

Jing Hai Yu, Shan Shan Zhao, Ning Ning Yu

Keywords:

Anti-Seismic Retrofitting, Masonry Structure, Rigidity and Flexibility Floor, Seismic Analysis of PKPM

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References

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