Nonlinear stochastic dynamic analysis for performance-based earthquake engineering.
A new approach for computing seismic fragility curves for nonlinear structures for use in performance-based earthquake engineering analysis is proposed. The approach makes use of a recently developed method for nonlinear stochastic dynamic analysis by tail-equivalent linearization. The ground motion...
| Published in: | Earthquake engineering & structural dynamics. 38, 5 (2009). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |