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...
| 发表在: | Earthquake engineering & structural dynamics. 36, 12 (2007). |
|---|---|
| 主要作者: | |
| 格式: | 文件 |
| 语言: | English |
| 主题: |