A study on using wide-flange section web under out-of-plane flexure for passive energy dissipation.
It is not common to purposely subject the web of wide-flange or I-sections to out-of-plane bending. However, yielding the web under this loading condition can be a stable source of energy dissipation as the transition at the corner from the web to the flanges is smooth and weld-free; this prevents s...
| 发表在: | Earthquake engineering & structural dynamics. 40, 5 (2011). |
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| 格式: | 文件 |
| 语言: | English |
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