Seismic response of three-dimensional r
This paper deals with seismic analysis of plan-asymmetric r/c frame multi-storey buildings. Non-linear numerical analyses are carried out by using a lumped plasticity model for beams and a multi-spring model for columns, the latter one introduced to account for axial force?biaxial bending moment int...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 36, 12 (2007). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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