A shift approach for the dynamic response of rigid-plastic systems.
A shift approach is presented for evaluating and interpreting the response of rigid-perfectly plastic single-degree of freedom systems to dynamic loading. Scaling laws for such systems are, as the term suggests, multiplicative in nature, relating peak dynamic response to products of key problem para...
| Published in: | Earthquake engineering & structural dynamics. 40, 8 (2011). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |