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...
| Gepubliceerd in: | Earthquake engineering & structural dynamics. 38, 15 (2009). |
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| Formaat: | Artikel |
| Taal: | English |
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