摘要
介绍了超高层剪力墙结构确定竖向构件薄弱部位的思路,以一栋超限高层住宅为例,对比了弹性分析阶段确定的薄弱部位与静力及动力弹塑性分析结果的差异,并对两种非线性计算的层剪力及层间位移角进行了比较,明确了不同计算方式用于判断的侧重点,提出了确定竖向构件薄弱部位的平面及楼层分布的设计建议。
This paper introduces the idea of determining the weak parts of vertical members in super high-rise shear wall structure.Taking an out of gauge high-rise residential building as an example,the differences between the weak parts determined in the elastic analysis stage and the static and dynamic elastic-plastic analysis results are compared.The paper also compares the story shear force and story displacement angle of two kinds of nonlinear calculation,clarifies the emphasis of different calculation methods for judgment,and puts forward the design suggestions for determining the plane and floor distribution of the weak parts of vertical members.
作者
王舜奇
刘龙飞
Wang Sunqi;Liu Longfei(Wuhan Zhenghua Architectural Design Co.,Ltd.,Wuhan 430010,China)
出处
《山西建筑》
2021年第20期46-49,共4页
Shanxi Architecture
关键词
超限高层
弹塑性
竖向构件
transfinite high-rise building
elastic-plastic
vertical member
