摘要
对当前剪力墙轴压比的计算方法进行了讨论,指出了目前规范关于剪力墙轴压比计算方法中存在的一些问题。介绍了剪力墙轴向内力的分布特点,提出了剪力墙在重力荷载代表值和水平地震作用下"分段轴压比"的计算方法,给出了剪力墙轴压比限值建议,并通过工程案例说明了方法的应用。结果表明此方法更加合理,更有利于充分发挥剪力墙的抗震潜能。
The calculation method of shear wall axial compression ratio was discussed,and some problems in calculation method of shear wall axial compression ratio according to current code were pointed out.The distribution characteristics of axial internal forces of shear wall were introduced,the calculation method of'sectional axial compression ratio'under gravity load representation and horizontal earthquakes was put forward,and the suggestion of the shear wall axial compression ratio limit was given.An engineering example was offered to explain the application of the method.The results show that this method is more reasonable,and is more conducive to giving full play to the seismic potential of shear walls.
作者
魏琏
林旭新
王森
Wei Lian;Lin Xuxin;Wang Sen(Shenzhen Li Peng Structural Engineering Technology Co.,Ltd.,Shenzhen 518034,China;Shenzhen Li Peng Building Structure Design Institute,Shenzhen 518034,China)
出处
《建筑结构》
CSCD
北大核心
2019年第8期1-8,共8页
Building Structure
关键词
剪力墙轴压比
计算方法
分段轴压比
轴压比限值
shear wall axial compression ratio
calculation method
sectional axial compression ratio
compression ratio limit