Abstract In view of the problem of large earthquake displacement in the use of the original concrete engineering shear wall reinforcement method, the energy dissipation and damping structure is used to design the energy dissipation and damping structure reinforcement method in the concrete engineering shear wall. According to the design process of the set method, the anti-vibration coefficient of the concrete shear wall is tested. The energy dissipation structure is used to construct a shear damping wall, and the damper is added to the original shear wall. The concrete shear wall is strengthened by sticking steel technology. So far, the design of shear wall reinforcement method based on the energy dissipation structure has been completed. Compared with the original method, the displacement distance of this method is lower than that of the original method. In conclusion, the effect of shear wall reinforcement method based on the energy dissipation structure is better than that of the original method.

中文翻译：

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消能减振结构在混凝土工程剪力墙加固中的应用

摘要 针对原有混凝土工程剪力墙加固方法中地震位移大的问题，采用消能减振结构设计混凝土工程剪力墙中的消能减振结构加固方法。根据设定方法的设计流程，对混凝土剪力墙的抗振系数进行测试。采用耗能结构构造剪力阻尼墙，在原有剪力墙基础上增加阻尼器。混凝土剪力墙采用粘钢技术加固。至此，基于耗能结构的剪力墙加固方法设计已经完成。与原方法相比，这种方法的位移距离小于原始方法的位移距离。综上所述，基于耗能结构的剪力墙加固方法效果优于原方法。