摘要
通过对 1 0片不同类型砼空心砌块墙片在反复水平荷载作用下的试验与分析 ,探讨了圈梁 -构造柱体系、构造柱加芯柱体系对墙体抗剪承载力、变形及破坏特征的影响 .
Various type of miniature hollow brick and concrete construction under alternate shear have been tested.The effects of looping beam constructional column system and constructional core column system on shear strength,deformation and failure state of miniature hollow brick and concrete construction were discussed.The construction system and form with high aseismic abilities and shear strength were designed.
出处
《天津城市建设学院学报》
CAS
2000年第2期114-118,共5页
Journal of Tianjin Institute of Urban Construction
基金
天津市科委
建委基金资助项目! ( 94 - 2)
关键词
混凝土砼空心砌块
圈梁-构造柱
抗震性能
墙体
concrete hollow brick
looping beam constructional column system
shear ability
aseismatic ability
