钢筋混凝土带翼缘剪力墙承载力计算分析

摘要

An existing reinforced concrete shear wall with flange model test was simulated using the finite element( FE)method,the validation of the proposed FE model were verified by comparing with the experimental results,and then the influence of the axial compression ratio,shear span ratio,length-width ratio,width-to-thickness ratio of the flange and concrete strength on the bearing capacity of shear wall with flange was studied, gained some valuable conclusions.%利用非线性有限元软件ABAQUS对已有的钢筋混凝土带翼缘剪力墙模型试验进行模拟分析，通过与试验结果的比对验证了有限元模型的准确性，进而分别研究了轴压比、剪跨比、剪力墙长宽比、翼缘截面宽厚比、混凝土强度等参数对带翼缘剪力墙承载力的影响，得出了一些有价值的结论。