论文部分内容阅读
本文介绍8片陶粒砼剪力墙试件与4片普通砼剪力墙试件的对比试验研究结果,讨论了在低周反复荷载下单肢剪力墙的破坏形态、变形能力、构件延性,斜截面抗剪强度及水平和竖向分布钢筋的配筋构造等,证实了在低轴压比下的陶粒砼剪力墙可以满足延性要求,最后对轻砼剪力墙斜截面承载力计算与其配筋构造提出了一些设计建议。
This paper presents the results of comparative experiments on 8 ceramic ram shear wall specimens and 4 ordinary ram shear wall specimens. The failure morphology, deformability, and ductility of single-shaft shear walls under low cyclic reversed loading are discussed. The shear strength of the inclined section and the reinforcing structure of the horizontal and vertical distribution reinforcements confirm that the ceramisite shear wall can meet the ductility requirements at low axial compression ratios. Finally, the shear resistance wall of the lightweight concrete shear wall is supported. The calculations and their reinforcement structure suggest some design suggestions.