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通过对两榀高强混凝土有侧移柱的试验分析 ,验证了有侧移柱剪力分配和二阶效应规律 ,并检验了层增大系数法计算 P-Δ效应的正确性。
Through the experimental analysis of the lateral columns with high strength concrete beams, the shear distribution and the second-order law of the lateral columns are verified. The correctness of the P-Δ effect is verified by the layer expansion coefficient method.