Seismic Fragility Analysis of Hill Buildings Sited on Slopes

Li Ping Wang; Chao Lie Ning; Lin Qing Huang

doi:10.4028/www.scientific.net/AMM.578-579.1551

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Seismic Fragility Analysis of Hill Buildings Sited...

Seismic Fragility Analysis of Hill Buildings Sited on Slopes

Abstract:

The hill buildings sited on slopes has been widely constructed in mountainous regions. In order to estimate the seismic vulnerability for this type of building under the effect of potential earthquakes, the exceedance probabilities of hill buildings and normal buildings in peak ground acceleration are calculated and compared by using the incremental dynamic analysis method. The fragility curves show the layout of hill buildings has considerable influence on the seismic performance. Specifically, due to the different layout for the hill buildings, the probabilistic characteristic at the collapse prevention level is significantly different from the characteristic of fragility curves at the initial performance level.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

1551-1555

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.1551

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Online since:

July 2014

Authors:

Li Ping Wang, Chao Lie Ning*, Lin Qing Huang

Keywords:

Exceedance Probability, Hill Building Sited on Slopes, Peak Ground Acceleration, Seismic Fragility

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References

[1] Singh.Y. and Lang.D. H: In Fifteenth World Conference on Earthquake Engineering (15WCEE). Lisbon, Portugal (2012).

Google Scholar

[2] Liping Wang and Yingmin LI: J. Xi'an Univ. of Arch. & Tech Vol. 41 (2009), p.822 (in Chinese).

Google Scholar

[3] Liping Wang and Yao Zhao: Advanced Materials Research, (2012) , p.2279.

Google Scholar

[4] Liping Wang, Heping Zhong and Linqing Huang: Advanced Materials Research, (2013).

Google Scholar

[5] Shome N, Cornell CA: PH.D. dissertation. Stanford: Stanford University. (1999).

Google Scholar

[6] Bing Li and S.A. Kulkarni : ASCE Journal of Structural Engineering Vol. 136 (2010), pp.26-36.

Google Scholar

[7] Bing Li and H. Y Grace Chua: ASCE Journal of Structural Engineering Vol. 135 (2009), p.1177.

Google Scholar

[8] Bing Li and C L Lim: ASCE Journal of Composites for Construction Vol. 14 (2010), p.597.

Google Scholar

[9] Bing Li, R. Park and H. Tanaka: ACI Structural Journal Vol. 97(2000), p.619.

Google Scholar

[10] Pu Yang, Yingmin Li and Ming Lai: China civil engineering journal Vol. 33 (2000), p.33 (in Chinese).

Google Scholar

[11] E. Borgonovo, I. Zentner, A. Pellegri, S. Tarantola and E. de Rocquigny: Reliability Engineering and System Safety Vol. 109 (2013), p.66.

DOI: 10.1016/j.ress.2012.08.007

Google Scholar

[12] Vamvatsikos D, Cornell AC. Earthq Eng Struct Dyn Vol. 31 (2002), p.491.

Google Scholar