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.