摘要
通过对4个T形截面短肢剪力墙试件进行水平低周反复加载试验,研究了墙体的受力特点与破坏模式。应用有限元软件ANSYS建立的非线性模型对影响短肢剪力墙受力特点与破坏模式的主要因素进行了分析。试验和计算所得顶点力-位移骨架曲线符合良好,说明所建非线性模型合理。算例的分析结果表明,T形短肢剪力墙轴压比、腹板端部配筋率对其受力特点具有较显著的影响;通过改变参数,揭示了各种参数变化对承载力和变形性能的影响规律,为工程应用提供了依据。
Four specimens of the T-shaped short-limbed shear wall were tested under low-frequency cyclic lateral loading.The mechanical properties and failure modes of the T-shaped wall were analyzed based on the experimental study.Nonlinear finite element analysis was carried out on T-shaped short-limbed shear wall through the finite element calculation software ANSYS.The calculated top force-displacement curves agree well with that of experiments,which indicate that the nonlinear FEA model is reasonable.The results show that axial compression ratio and the reinforcement ratio of the web have remarkable effect on the short-limbed shear wall ＇s mechanical properties.Some researches are provided as a reference for the future design.
出处
《工业建筑》
CSCD
北大核心
2010年第4期60-64,共5页
Industrial Construction
关键词
短肢剪力墙
非线性分析
轴压比
short-limbed shear wall
nonlinear analysis
axial compression ratio
