| 隔层错跨剪力墙结构体系的抗震设计探讨 |
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| 引用本文： | 刘建新. 隔层错跨剪力墙结构体系的抗震设计探讨[J]. 建筑结构, 1999, 0(2) |
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| 作者姓名： | 刘建新 |
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| 作者单位： | 烟台大学!264005 |
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| 摘 要： | 隔层错跨剪力墙结构能为建筑设计提供大空间，而且自重小，具有优异的抵抗水平荷载的能力，但纵向刚度较薄弱。本文对其工作机理作了分析，并研究了其抗震尤其是纵向抗震设计及构造措施。
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| 关 键 词： | 隔层错跨剪力墙 抗侧刚度 抗震设计 |
On Aseismic Design of Staggered Shear Wall Structure |
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| Liu Jianxin. On Aseismic Design of Staggered Shear Wall Structure[J]. Building Structure, 1999, 0(2) |
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| Authors: | Liu Jianxin |
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| Affiliation: | Liu Jianxin |
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| Abstract: | Based on the experimental research and aseismic analysis, the staggered shear wall structure is presented, which not only provides big space for architecturers but also has lighter dead weight and high capacity of resistance to horizontal force. The working mechanism of the structure is studied. |
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| Keywords: | staggered shear wall lateral rigidity aseismic design |
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