Seismic Fragility Analysis of RC Industrial Frames Based Stochastic Vibration
2013 ◽
Vol 717
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pp. 301-305
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Keyword(s):
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.
2013 ◽
Vol 739
◽
pp. 309-313
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2015 ◽
Vol 724
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pp. 353-357
2011 ◽
Vol 204-210
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pp. 1235-1238
Keyword(s):
2011 ◽
Vol 243-249
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pp. 3988-3991
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Keyword(s):
2011 ◽
Vol 368-373
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pp. 1526-1530
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Keyword(s):
2013 ◽
Vol 353-356
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pp. 1832-1835
Keyword(s):
2020 ◽
Vol 9
(5)
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pp. 2168-2173
Keyword(s):
2013 ◽
Vol 756-759
◽
pp. 4482-4486
2021 ◽
Vol 9
(12)
◽
pp. 73-79
Keyword(s):