Non-linear viscoelastic modelling of earthquake-induced strcutural pounding.
Past severe earthquakes indicate that structural pounding may cause considerable damage or even lead to collapse of colliding structures if the separation distance between them is not sufficient. Because of its complexity, modelling of impact is an extremely difficult task, however, the precise nume...
| 發表在: | Earthquake engineering & structural dynamics. 34, 6 (2005). |
|---|---|
| 主要作者: | |
| 格式: | Article |
| 語言: | English |
| 主題: |