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...
| Τόπος έκδοσης: | Earthquake engineering & structural dynamics. 36, 13 (2007). |
|---|---|
| Κύριος συγγραφέας: | |
| Μορφή: | Άρθρο |
| Γλώσσα: | English |
| Θέματα: |