| 1. | The influences of different reinforcement style of the concealed bracings and different span - height ratio of lintel beams on bearing capacity , stiffness and deterioration process , ductility , hysteresity capacity , energy dissipation and failure features of coupled shear wall were studied through experiment of 7 specimens under low cyclic loading
通过7个结构试件在低周反复荷载作用下的试验，研究了不同暗支撑配筋形式、不同连梁跨高比对双肢剪力墙的承载力、刚度及其衰减过程、延性、滞回特性、耗能、破坏特征等方面的影响。 |
