Displacement controlled rocking behaviour of rigid objects.
The capacity of a gravity structure to counter seismically induced overturning can only be estimated with good accuracy using a dynamic analysis of the rotational (rocking) motion involving large displacement theory. Seismic assessment employing quasi-static analysis can be overly conservative if th...
| Published in: | Earthquake engineering & structural dynamics. 40, 15 (2011). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |