| 某高层建筑侧向刚度比对转换层结构抗震性能的影响 |
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| 引用本文： | 战祥轩. 某高层建筑侧向刚度比对转换层结构抗震性能的影响[J]. 工业建筑, 2012, 0(Z1): 170-172 |
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| 作者姓名： | 战祥轩 |
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| 作者单位： | 同济大学土木工程学院 |
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| 摘 要： | 梁式转换层结构作为目前高层建筑常用的垂直转换形式,抗震设计至关重要。结合一工程实例,通过应用分析软件SAP2000,研究了侧向刚度比对结构抗震性能的影响,其中包括不同侧向刚度比对转换层的地震力,倾覆弯矩,结构周期的影响。
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| 关 键 词： | 转换层 侧向刚度比 抗震性能 |
INFLUENCE ON THE ANTI-SEISMIC PERFORMANCE OF TRANSFER FLOOR STRUCTURE UNDER DIFFERENT LATERAL RIGIDITY RATIO OF A CCERTAIN BUILDING |
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| Zhan Xiangxuan. INFLUENCE ON THE ANTI-SEISMIC PERFORMANCE OF TRANSFER FLOOR STRUCTURE UNDER DIFFERENT LATERAL RIGIDITY RATIO OF A CCERTAIN BUILDING[J]. Industrial Construction, 2012, 0(Z1): 170-172 |
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| Authors: | Zhan Xiangxuan |
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| Affiliation: | Zhan Xiangxuan(College of Civil Engineering,Tongji University,Shanghai 200092,China) |
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| Abstract: | Transfer storey of beam-style structure of which anti-seismic design is of key importance is widely used as a vertical transformation form in high-rise building nowadays.This paper is based on an engineering example by using the analysis software SAP2000.This paper mainly research into the influence on the anti-seismic performance under different lateral rigidity ratio,including the effects of earthquake force,the transfer floor toppling moment and the transfer floor cycle. |
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| Keywords: | transfer storey lateral stiffness ratio seismic behavior |
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