Seismic Fragility Analysis of RC Industrial Frames Based Stochastic Vibration

Pei Ju Chang; Jian Zhu

doi:10.4028/www.scientific.net/AMR.717.301

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 717Seismic Fragility Analysis of RC Industrial Frames...

Seismic Fragility Analysis of RC Industrial Frames Based Stochastic Vibration

Abstract:

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. Industrial structural 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 (X axis) is larger than transversal axis (Y axis) of frames under major earthquake obviously.

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Periodical:

Advanced Materials Research (Volume 717)

Pages:

301-305

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.717.301

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Online since:

July 2013

Authors:

Pei Ju Chang, Jian Zhu

Keywords:

Data Statistic, Finite Element, Industrial Frames, Seismic Fragility, Stochastic Vibration

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References

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