Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis.
The existing rule for combining peak response to individual components of ground motion are evaluated. The response values re to two horizontal components of ground motion estimated by four multi-component combination rules-SRSS-, 30 percent, 40 percent, and simplified SRSS rules-are compared with t...
| Published in: | Earthquake engineering & structural dynamics. 30, 9 (2001). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |