Soil structure interaction effects observed in the in situ forced vibration and pushover tests of school buildings in Taiwan and their modeling considering the foundation flexibility.
In the conventional structural seismic analysis, the rigid base model is usually adopted without considering the flexibility of the ground, leading to inaccurate estimation of the vibration characteristics and the seismic response of the structure. In 2007, several in situ tests were conducted by th...
| Published in: | Earthquake engineering & structural dynamics. 39, 9 (2010). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |