Risk assessment of an interacting structure soil system due to liquefaction.
The present study deals with the non-linear stochastic dynamic analysis of a soil structure interacting system. The ultimate objective is to determine the risk of damage to the system due to liquefaction under a wide range of earthquake intensities. A Monte Carlo simulation approach is followed in c...
| Published in: | Earthquake engineering & structural dynamics. 31, 4 (2002). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |