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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。
Through the test of 5 large concrete block shear wall shear specimens and two small biased specimens, the failure mechanism was discussed, and the influence of positive pressure and the ratio of the core to the wall bearing capacity was analyzed. Its normal section large and small bias load capacity calculation formula.