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。
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.
出处
《四川建材》
2013年第1期24-26,共3页
Sichuan Building Materials
基金
贵州省科技支撑计划项目(社会发展公共)(黔科合SY字(2012)3067)
关键词
框支剪力墙
斜柱转换
实腹梁转换
侧向刚度比
frame-supported shear wall
slant column transfer
beam transfer
lateral stiffness ratio
