Three-dimensional modal pushover analysis of buildings subjected to two components of ground motion, including its evaluation for tall buildings.
The modal pushover analysis (MPA) procedure, presently restricted to one horizontal component of ground motion, is extended to three-dimensional analysis of buildings?symmetric or unsymmetric in plan?subjected to two horizontal components of ground motion, simultaneously. Also presented is a variant...
| Published in: | Earthquake engineering & structural dynamics. 40, 7 (2011). |
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| Format: | Article |
| Language: | English |
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