摘要
本文就框筒结构所用的三种不同构造剖分梁模型，在满足框筒梁边界条件及荷载状态下，进行反复加载试验，探讨了梁的剖分作用，为地震区应用延性框筒结构提供了可行的方法。
Based on cyclic loading test of dissect beams model with three kinds of construc-tions under loading satisfied boundary condition for frame- tube structure beams, the dissect gapeffects to beams are discussed. Therefor the feasible methods for applying ductility frame-tubestructure in earthquake zone are presented.
出处
《建筑科学》
1995年第2期28-32,共5页
Building Science
