Vulnerability Analysis of Small High-Rise Shear Wall Buildings

Jian Zhu; Ping Tan

doi:10.4028/www.scientific.net/AMR.255-260.416

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Vulnerability Analysis of Small High-Rise Shear...

Vulnerability Analysis of Small High-Rise Shear Wall Buildings

Abstract:

In order to evaluate seismic reliability and vulnerability of the typical small high-rise shear wall buildings in Western China region, the sample finite element analytical small high-rise shear wall structure has been built in considering of fiber element model and fiber wall element model. Meantime stochastic response spectrum of accelerations with 5% damping ratio have being set up based on China Seismic Code as input seismic excitation, dynamic history analysis was being used to determine earthquake resistant capability of sample structures. Vulnerability curves of four performance levels are also be drawn after carefully analysis based PGA index.

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Periodical:

Advanced Materials Research (Volumes 255-260)

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416-420

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.416

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Online since:

May 2011

Authors:

Jian Zhu, Ping Tan

Keywords:

Shear Wall Buildings, Statistics Analysis, Stochastic Vibration, Vulnerability

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References

[1] Whitman, R.V., Reed: Earthquake Damage Probability Matrices, Proceedings of the Fifth World Conference on Earthquake Engineering, Rome, Italy, (1973),12: 2531-2540.

Google Scholar

[2] Braga, F., Dolce, M: A Statistical Study on Damaged Buildings and an Ensuing Review of the MSK-76 Scale. Proceedings of the Seventh European Conference on Earthquake Engineering. Athens, Greece.(1982), 431-450.

Google Scholar

[3] FEMA,in:Earthquake loss estimation methodology -HAZUS99 ,Technical manual vol.3,(1997) .

Google Scholar

[4] C.Balkaya, E.Kalkan:Seismic: Vulnerability,behavior and design of tunnel form building structures. Engineer Structures (2004),26:2081-2099.

DOI: 10.1016/j.engstruct.2004.07.005

Google Scholar

[5] Jun Ji, Amr S. Elnashai, Daniel A. Kuchma: An analytical framework for seismic vulnerability analysis of RC high-rise buildings, Engineer Structures (2007),29:3197-3209.

DOI: 10.1016/j.engstruct.2007.08.026

Google Scholar

[6] B.Shanmugama, B.G. Nielson a, D.O. Prevatt: Statistical and analytical models for roof components in existing light-framed wood structures, Engineering Structures (2009),31:2607-2616.

DOI: 10.1016/j.engstruct.2009.06.009

Google Scholar

[7] Ministry of Construction P.R. China. Code for seismic design of buildings(GB50011-2001). BeijinIg: China Construction Press.(2002) ,in Chinese.

Google Scholar