摘要
对底部加剪力墙的框架结构已进行过振动台模型试验和空间整体分析，本文是在以上研究的基础上，采用地震时程分析法，对这种抗震结构进行动力作用下的弹塑性全过程分析，进一步探讨这种抗震结构的地震反应以及可能出现的结构薄弱层转移等问题．
Shaking table experiment and spatial analysis have been carried out for frame structure with shear walls in lower stories. Based on research above, the elasto plastic full range time history under dynamic loading is analysed for this aseismic structure. Further more, the earthquake response and the problem of transfer of weak story which probably arise to the structure is discussed.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
1998年第3期236-239,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
基金
冶金部"有偿与资助"专项科研基金
