Seismic Fragility Analysis of Mid-Story Isolation and Reduction Structures Based Two Directions

Pei Ju Chang

doi:10.4028/www.scientific.net/AMR.739.309

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 739Seismic Fragility Analysis of Mid-Story Isolation...

Seismic Fragility Analysis of Mid-Story Isolation and Reduction Structures Based Two Directions

Abstract:

This study focus on derivation of such fragility curves using classic mid-story isolation and reduction structures (MIRS) in China metropolis. This study focus on derivation of such fragility curves using conventional industrial frames with masonry infill wall. A set of stochastic earthquake waves compatible with the response spectrum of China seismic code selected to represent the variability in ground motion. Dynamic inelastic time history analysis was used to analyze the random sample of structures. MIRS seismic capability of longitudinal and transversal orientation is different. Stochastic damage scatter diagrams based different seismic intensity index are obtained. Seismic fragility of longitudinal axis (Y axis) is larger than transversal axis (X axis) of frames under major earthquake obviously.

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Periodical:

Advanced Materials Research (Volume 739)

Pages:

309-313

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.739.309

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Online since:

August 2013

Authors:

Pei Ju Chang

Keywords:

Data Statistics, Finite Element, MIRS, Seismic Fragility, Stochastic Vibration

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References

[1] Peiju Chang, Jian Zhu, in: Seismic vulnerability analysis of Mid-story Isolation and Reduction Structures based stochastic vibration. Submitted to Advanced Material Research. Vol 243-249(2011), pp.3988-3991.

DOI: 10.4028/www.scientific.net/amr.243-249.3988

Google Scholar

[2] Applied Technology Council: Seismic Evaluation and Retrofit of Concrete Buildings, (Report ATC-40, Redwood City, California, U.S. A and 1996).

Google Scholar

[3] Madas P., Elnashai A. S, in: A new passive confinement model for transient analysis of reinforced concrete structures. Submitted to Earthquake Engineering and Structural Dynamics. Vol 21 (1992), pp.409-431.

DOI: 10.1002/eqe.4290210503

Google Scholar

[4] Crisafulli F. J, in: Seismic Behaviour of Reinforced Concrete Structures with Masonry Infills. PhD Thesis: submitted to University of Canterbury. New Zealand (1997).

Google Scholar

[5] Ministry of Construction P.R. China. Code for seismic design of buildings(GB50011-2001). (China Construction Press Publication, Beijing 2002).

Google Scholar

[6] China Association for Engineer construction standardization. Technical specification for seismic-isolation with laminated rubber beating isolators(CECS126). (China Construction Press Publication, Beijing 2001).

Google Scholar