通过具体工程实例说明,在不影响使用功能的前提下,在框架结构的适当部位增设剪力墙,可以有效地提高原框架结构的抗震能力。与常规的扩大梁、柱截面的方法相比,增设剪力墙的方法,对原结构扰动小,加固量小,施工周期短,具有较大的经济效益。 Through the concrete engineering example, without adding any influence on the function, the addition of shear walls in the appropriate parts of the frame structure can effectively improve the seismic resistance of the original frame structure. Compared with the conventional method of expanding the beam and column cross section, the method of adding a shear wall has less disturbance to the original structure, a small amount of reinforcement, and a short construction period, which has great economic benefits.