框架剪力墙结构在地震作用下的动力特性

摘要

Frame shear wall structure is a kind of structure form which is widely used in modern city architecture.Advantages of the framework and the shear wall are included in frame shear wall structure, which works well.However, mechanical characteristics of frame shear wall structure are not completely clear.In the paper, the asymmetric frame-shear wall structure will be simplified as some rigid members in a series, and it can be proved reasonability by an actual project cases.%框架剪力墙结构是现代建筑广泛使用的一种结构形式,它结合了框架和剪力墙各自的特点,并使两者协调工作.但其受力特点尚不明确,本文将非对称框架剪力墙结构简化为"串联刚片层系模型",并以实际工程为案例,对简化模型进行验证,证明了模型的合理性.