| 带斜柱转换的框支剪力墙结构整体性能分析 |
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| 引用本文： | 梁影,谭增辉. 带斜柱转换的框支剪力墙结构整体性能分析[J]. 四川建材, 2013, 39(1): 24-26 |
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| 作者姓名： | 梁影 谭增辉 |
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| 作者单位： | 贵州大学空间结构研究中心,贵州贵阳,550003 |
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| 基金项目： | 贵州省科技支撑计划项目(社会发展公共)(黔科合SY字(2012)3067) |
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| 摘 要： | 本文从转换层与其相邻上层结构的侧向刚度比、结构的嵌固部位以及0.2V0系数调整这三个方面,总结了框支剪力墙结构设计时应注意的问题。介绍了斜柱转换在工程中的应用,并对一实际工程分别采用斜柱转换和实腹梁转换的计算结果进行对比分析。结果表明:斜柱转换能明显改善转换层与其相邻上层结构的侧向刚度比,降低转换梁的截面尺寸,节省建筑的使用空间。
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| 关 键 词： | 框支剪力墙 斜柱转换 实腹梁转换 侧向刚度比 |
The overall performance analysis of frame-supported shear wall structure with the slant column transfer |
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| LIANG Ying , TAN Zenghui. The overall performance analysis of frame-supported shear wall structure with the slant column transfer[J]. Sichuan Building Materials, 2013, 39(1): 24-26 |
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| Authors: | LIANG Ying TAN Zenghui |
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| Affiliation: | (Research Center of Space Structure,Guizhou University,Guiyang 550003,China) |
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| Abstract: | This paper summarizes key design points of frame-supported shear wall structure on three aspects that are lateral stiffness ratio between the transfer story and its adjacent upper story,structural embedded parts and adjustment coefficient of 0.2V0.Introducing the application of the slant column transfer in engineering.The calculation results of a practical engineering with the slant column transfer and beam transfer are compared.The results show that the slant column transfer can obviously improve the lateral stiffness ratio between the transfer story and its adjacent upper story,reduce the section size of transfer beam and save the building use space. |
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| Keywords: | frame-supported shear wall slant column transfer beam transfer lateral stiffness ratio |
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