Seismic performance and new design procedure for chevron-braced frames.
The paper is concerned with the seismic design of steel-braced frames in which the braces are configured in a chevron pattern. According to EuroCode 8 (EC8), the behaviour factor q, which allows for the trade-off between the strength and ductility, is set at 2.5 for chevron-braced frames, while 6.5...
| 发表在: | Earthquake engineering & structural dynamics. 35, 4 (2006). |
|---|---|
| 主要作者: | |
| 格式: | 文件 |
| 语言: | 英语 |
| 主题: |