Probabilistic evaluation of global seismic capacity of degrading structures.
The present study addresses the probabilistic seismic capacity evaluation of the existing non-ductile reinforced concrete structures that are vulnerable to shear, and thus axial, failures of their columns. The probability of structural collapse at a target lateral displacement imposed by seismic haz...
| 发表在: | Earthquake engineering & structural dynamics. 36, 13 (2007). |
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| 格式: | 文件 |
| 语言: | English |
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