摘要
对底部加钢筋混凝土剪力墙框架结构模型进行了试验,测定了结构的动力特性以及地震反应,试验表明,底部加剪力墙框架结构可以作为一种有效的抗震结构体系。
The tests for frame structure models with shear walls in lower storeys were undertaken. Dynamic characteristic and earthquake response of structure are measured. Test results show that frame structure with shear walls in lower storeys can be regarded as one of earthquake-resistant structure.