摘要
介绍了目前常用的钢筋混凝土剪力墙的几种非线性动力分析模型,并对模型涉及的各元件的滞回特性及有关参数的取值作了简要讨论。提供的力学模型和滞回特性可供钢筋混凝土剪力墙、框-墙结构和、钢-混凝上混合结构的非线性动力分析时采用。
Various analytical models developed to predict the nonlinear dynamic responses of reinforced concrete shear walls are described in this paper. Hysteretic rules and relative parameters of the models are also discussed. Information provided in this paper can be used for nonlinear dynamic analysis of reinforced concrete shear wall, frame- wall structures and steel -concrete hybrid structufes.
出处
《世界地震工程》
CSCD
2000年第2期13-18,共6页
World Earthquake Engineering
关键词
非线性
动力分析
钢筋混凝土剪力墙
滞回特征
nonlinear
dynamic analysis
reinforced concrete shear wall
model
hysteretic characteristics