Probabilistic estimate of seismic response design values of RC frames.
Probabilistically controlled design values of the nonlinear seismic response of reinforced concrete frames are obtained using a method previously proposed by the authors. The method allows to calculate conservative design values characterized by a predefined non-exceedance probability, using a limit...
| izdano v: | Earthquake engineering & structural dynamics. 38, 15 (2009). |
|---|---|
| Glavni avtor: | |
| Format: | Article |
| Jezik: | English |
| Teme: |