摘要
通过5片混凝土小砌块配筋剪力墙大偏压试件及2片小偏压试件的试验,探讨其破坏机理,分析了正压力、芯柱比率对墙体承载力的影响,提出其正截面大、小偏压承载力计算公式。
Based on tests of five block shear walls with R/C cores under large eccentric loading and two under small eccentric loading, a discussion of its damage character is given, and the formulation of load carrying capacity on right section established.
