摘要
对浮石砼剪力墙在低周反复荷载下的试验资料进行了研究,着重讨论了剪跨比、纵向配筋、横向配筋等因素对剪力墙切角的影响;提出了计算剪切角的建议公式及剪力墙斜截面抗剪强度建议公式。
This paper investigates theexperimental results of pumice concrete shear walls tested under low frequency repeated load. It emphatically disscuses the effect of various parameters such as ratio, transverse reinforcement and longitudinal reinforcement on Shear angles. The formula for calculating the shear angle and shear strength, are suggested.
出处
《沈阳建筑工程学院学报》
1991年第2期131-136,共6页
Journal of Shenyang Archit Civil Eng Univ: Nat Sci
关键词
抗剪强度
剪力墙
浮石混凝土
计算
shear strength
shear wall
cyclic load
pumiceconcrete
shear angle
