Influences of the unsymmetrical bending on behaviour of structural members with a restrained lateral deflection
As reinforced concrete (RC) walls with different principal bending axes are connected by the floor diaphragms, unsymmetrical bending is frequently expected for structural members in resisting the lateral loads. In these cases, a portion of lateral reaction forces is anticipated to be perpendicular t...
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| 格式: | Journal Article |
| 语言: | English |
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2023
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| 在线阅读: | https://hdl.handle.net/10356/164617 |