Inelastic deformation response of SDOF systems subjected to earthquakes.
Performance based seismic design requires reliable methods to predict earthquake demands on structures, and particularly inelastic deformations, to ensure that specific damage based criteria are met. Several methods based on the response of equivalent linear single degree of freedom (SDOF) systems h...
| 发表在: | Earthquake engineering & structural dynamics. 31, 3 (2002). |
|---|---|
| 主要作者: | |
| 格式: | 文件 |
| 语言: | English |
| 主题: |