The previous seismic disaster indicates that the traditional masonry infill wall was easy damaged during earthquake. The traditional masonry infill wall not only increases the load of the main structure but also injures people during collapsing. So a new aseismic structure system with hanging prefabricated infill plate was proposed. The dynamical characteristic of frame structure with hanging prefabricated infill plate was analyzed. By simplifying the hanging prefabricated infill plate as a rigid bar, the free vibration equation of aseismic structure system with hanging prefabricated infill plate was established. Furthermore, the influence of main parameters on the natural frequency of the whole aseismic structure system with hanging prefabricated infill plate was discussed. Through the vibration table test and finite element simulation, the aseismic effect of hanging prefabricated infill plate was studied. The influence factors and application conditions of aseismic structure system with hanging prefabricated infill plate were discussed.

中文翻译：

---

悬挂式预制填充板框架结构的抗震研究

先前的地震灾害表明，传统的砖石填充墙在地震期间很容易损坏。传统的砌体填充墙不仅增加了主体结构的负荷，而且在倒塌过程中还伤害了人们。因此，提出了一种新型的悬挂式预制填充板抗震结构体系。分析了悬挂式预制填充板框架结构的动力特性。通过将悬挂式预制填充板简化为刚性杆，建立了悬挂式预制填充板的抗震结构体系的自由振动方程。此外，还讨论了主要参数对悬挂式预制填充板抗震结构系统整体固有频率的影响。通过振动台测试和有限元模拟，研究了悬挂式预制填充板的抗震效果。讨论了悬挂式预制填充板抗震结构体系的影响因素和应用条件。