摘要
为了研究配筋混凝土小砌块剪力墙承载力性能，设计了两组共１８片不同高宽比的墙片，并采用不同的纵向和水平配筋．所有墙片在恒定的垂直荷载下进行水平循环荷载试验。试验主要研究墙片的高宽比、配筋数量和轴向压力大小对承载力及破坏特征的影响。抗弯和抗剪承载力分析采用相应基本假定，计算值与试验值吻合较好。
Presents the test of reinforced masonry walls, made of hollow concrete blocks, with 2 groups of 18 walls made of two different reight to width ratio. under constant vertical and cyclic horizontal loading to study the effects of destory feaures and capacity caused by different height to width ratio, reinforcement ratio and axial compression. and concludes from the results of calculation and test results that they are in good agreement with each other.
出处
《哈尔滨建筑大学学报》
北大核心
2001年第3期30-34,共5页
Journal of Harbin University of Civil Engineering and Architecture
关键词
混凝土小砌块
承载力
抗压强度
剪力墙
试验
reinforced masonry
conctete block
limit strength
compressive strength
shear mchanism
high-rise buildings
shear wall
pseudostatistic
