摘要
对多层和高层建筑结构抗震设计中底部剪力系数与基本自振周期的关系进行探讨 ,求出质量和刚度沿高度均匀分布的三种类型结构在不同基本自振周期时的底部剪力系数。
The relationship of shear force coefficient of bottom and basic natural frequency used in aseismatic design of multistory and high\|rise building is discussed. The different shear force coefficients of bottom are calculated,which correspond to the different natural frequencies of three types of structures belonging to the uniform distribution of both quality and rigidity along the building height.
出处
《建筑结构》
CSCD
北大核心
2001年第3期62-63,共2页
Building Structure
关键词
高层建筑
抗震设计
基本自振周期
底部剪力系数
basic natural frequency
bottom
shear force coefficient
continuous processing
