摘要
本文通过分析非结构构件的刚度效应对主体结构变形的影响，指出了现行抗震设计中关于非结构构件刚度效应考虑的不足，提出了考虑非结构构件刚度的合理方法，并对结构层间弹性位移角限值的合理取值提出了建议．
in this paper, the deficiency of the stiffness effect ofnon --structural members in aseismic design is pointed out by analyzing the stiffness effect on the structural lateral deflection. A reasonable method taking account of the stiffness effect is put forward, and the equitable limiting values of the elastic angle displacement between stories are s uggested.
出处
《哈尔滨建筑大学学报》
1996年第6期26-30,共5页
Journal of Harbin University of Civil Engineering and Architecture
基金
黑龙江省自然科学基金
关键词
结构设计
地震
非结构构件
刚度效应
结构侧移
structural design
non-structural members, stiffness effect,earthquakes, structural lateral deflection
