【摘要】 以砌体墙等效层间剪切非线性分析单元模型为基础,建立了该类结构动力非线性分析计算及该类结构静力非线性pushover分析计算的基本过程,编制了相应的计算机程序。通过与实验分析结果的比较,检验了所提出的动力非线性分析计算方法的准确程度,验证了静力非线性pushover分析方法应用于砌体墙-钢筋混凝土墙组合结构抗震非线性性能评估的可靠性。更多还原

【Abstract】 Based on the nonlinear macro element models of brick wall and concrete shear wall,the nonlinear dynamic analysis method and the nonlinear static pushover analysis method of composite structure of brick walls and concrete shear walls were established,and the corresponding computer program were developed.By the comparison with experiment analysis results,the accuracy level of the nonlinear dynamic and the nonlinear static pushover analysis method of composite structure of brick walls and concrete shear walls were inspected,the reliability that the nonlinear static pushover method was used to evaluate seismic performance of composite structure of brick walls and concrete shear walls were verified.更多还原