A design procedure for tied braced frames.
The paper deals with the analysis of the seismic behaviour and design of tied braced frames (TBFs). The behavioural properties of TBFs are described and a comparison drawn with standard eccentrically braced frames. A design procedure is then proposed that aims to achieve optimal collapse seismic beh...
| 发表在: | Earthquake engineering & structural dynamics. 36, 14 (2007). |
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| 格式: | 文件 |
| 语言: | English |
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