| 异形柱框架—剪力墙结构体系抗震性能分析 |
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| 作者单位： | 河北建筑工程学院建筑工程系 |
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| 摘 要： | 分析了异形柱框架—剪力墙结构体系的抗震性能,与矩形柱框架—剪力墙结构体系相比,异形柱框架—剪力墙结构体系的振型特征没有显著差别,结构总刚提高,总地震作用及其框架剪力稍有增加,结构的侧移明显减小。
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| 关 键 词： | 框架—剪力墙 异形柱 抗震性能 |
Study on The Earthquake Resistant Behavior of The Frame-Shear Wall Structural System with Non-Rectangular Column |
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| Authors: | Lin Dezhong |
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| Affiliation: | Lin DezhongDepartment of Architecture and Civil Engineering,HeBei Institute of Architectecture and Civil Engineering |
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| Abstract: | In this paper, the earthquake resistant behavior of the frame-shear wall structural system with non-rectangular column is analyzed. Compared with the frame-shear wall structural system with rectangular column, the earthquake action of whole structure and the shear force of frame in the structure are increased slightly; the horizontal displacement of the structure is decreased obviously. The synthetic earthquake resistant behavior of this system is ideal. |
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| Keywords: | frame-shear wall non-rectangular column earthquake resistant behavior |
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