Seismic soil-structure interaction in multi-span bridges application to a railway bridge.
The effects of soil structure interaction on the seismic response of multi-span bridges are investigated by means of a modelling strategy based on the domain decomposition technique. First, the analysis methodology is presented : kinematic interaction analysis is performed in the frequency domain by...
| Published in: | Earthquake engineering & structural dynamics. 40, 11 (2011). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |