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...
| Pubblicato in: | Earthquake engineering & structural dynamics. 36, 13 (2007). |
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| Natura: | Articolo |
| Lingua: | English |
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