论文部分内容阅读
在钢筋混凝土剪力墙结构及框架-剪力墙结构中,剪力墙的层间侧移刚度比较复杂,与结构层高、各层墙的弯曲刚度以及剪力墙所受水平作用力的分布形式等有关。主要特点是结构底层的层间侧移刚度大,往上则逐层减小。在设计中,应按具体结构及所受的水平作用力而具体分析。
In the RC shear wall structure and the frame-shear wall structure, the lateral stiffness of the RC shear wall is relatively complex, and the distribution of the horizontal stiffness of the wall and the wall of the shear wall Forms and so on. The main characteristic is that the bottom of the structure has large lateral stiffness of the interlayer and decreases layer by layer upward. In the design, it should be concretely analyzed according to the specific structure and the level of force to which it is subject.