Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios.
Probabilistic seismic demand models are a common and often essential step in generating analytical fragility curves for highway bridges. With these probabilistic models being traditionally conditioned on a single seismic intensity measure (IM), the degree of uncertainty in the models is dependent on...
| Published in: | Earthquake engineering & structural dynamics. 37, 5 (2008). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |