建筑结构学报2013，Vol.34Issue(9)：49-56,8.
钢筋混凝土剪力墙结构软化壳模型研究及程序实现
Formulation and implementation of softened shell model for reinforced concrete wall-type structures
摘要
Abstract
The shear capacity of shear walls depends on the softening of concrete struts.In order to study the mechanical properties of shear walls subjected to complex loading,a softened shell model was formulated and implemented in the finite element framework of OpenSEES.The model was based on the cyclic softened membrane model and the first shear deformation theory.The accuracy of the modeling technique was validated by comparing simulated responses with experimental data from a framed wall subjected to shear and a wall subjected to torsion.Finally,a shear wall collapsed during the 2011 New Zealand earthquake was analyzed.The results indicate that the model can predict the stiffness and bearing capacity degradation of shear walls under a combined bending moment and shear load.关键词
钢筋混凝土结构/剪力墙/有限元分析/OpenSEES/力学性能Key words
reinforced concrete structure/ shear wall/ finite element analysis/ OpenSEES/ mechanical performance分类
建筑与水利引用本文复制引用
向宏军,莫诒隆,徐增全..钢筋混凝土剪力墙结构软化壳模型研究及程序实现[J].建筑结构学报,2013,34(9):49-56,8.基金项目
国家自然科学基金项目(50808012,51178040),中央高校基本科研业务费项目(2011JBM071),土木工程防灾减灾国家重点实验室项目(SLDRCE-MB-01). （50808012,51178040）
