Seismic analysis of two way asymmetric building systems under bi-directional seismic ground motions.
An approximation approch of seismic analysit of two way asymmetric building systems under bi-directional seismic ground motions is proposed. The procedures of uncoupled modal response history analysis (UMRHA) are extended to two-way asymmetric buildings simultaneously excited by two horizontal compo...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 37, 2 (2008). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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