用密肋耗能复合墙取代传统的砖墙作为框架结构中的填充墙,形成框架-密肋耗能复合墙结构.通过建立简化的刚架-整体斜压杆模型,运用静力弹塑性分析方法对框架-耗能复合墙结构与框架填充墙结构在周期、层间位移角、局部变形等几方面进行对比分析.计算结果表明,耗能复合墙通过优化设计即可调整抗侧刚度并能有效耗散地震能量,在中高地震烈度区以密肋耗能复合墙代替砖填充墙后,结构的抗震性能明显优于普通框架-砖填充墙结构. By using the ribbed energy-dissipating composite wall instead of the traditional brick wall as the filling wall in the frame structure, a frame-ribbed energy dissipating composite wall structure is formed.By establishing a simplified rigid frame-integral bar model, the static elastoplastic analysis Methods The comparative analysis of the cyclic energy dissipation wall structure and the frame-filled wall structure in several aspects, such as the periodicity, the displacement angle between layers and the local deformation, etc. The results show that the energy dissipation composite wall can be adjusted to optimize the design of lateral stiffness and can Effectively dissipating seismic energy, the seismic performance of the structure is obviously better than that of ordinary frame-brick infill wall after filling the wall with the dense ribbed energy-dissipating composite wall instead of brick in the middle and high seismic intensity areas.