Evaluation of three dimensional modal pushover analysis for unsymmetric plan buildings subjected to two components of ground motion.
The accuracy of the three dimensional modal pushover analysis (MPA) procedure in estimating seismic demands for unsymmetric plan buildings due to two horizontal components of ground motion, simultaneously, is evaluated. Eight low and medium rise structures were considered. Four intended to represent...
| Published in: | Earthquake engineering & structural dynamics. 40, 13 (2011). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |