中文摘要：

通过非弹性动态方法，改变控制参数的结构，输入不同近场地震波，进行地震响应分析．利用非线性有限元程序IDARC，建立密肋耗能复合墙结构简化分析模型，对同等条件下的密肋耗能复合墙结构与框架剪力墙结构，在近场地震作用下的典型层滞回曲线及结构耗能分布系数，进行对比分析．结果表明：在近场地震作用下密肋耗能复合墙结构，表现出良好的耗能减震能力，是一种较理想的新型抗震结构体系．

英文摘要：

The non-elastic dynamic method is used in the seismic response analysis of structure with varied controlling parameters subjected to differential near-field ground motions. IDARC was employed to establish the simplified analysis model of multi-ribbed energy-dissipated composite wall structure. Under the same conditions, the hysteretic curve of typical layer and coefficient of energy distribution of multi-ribbed energy-dissipated composite wall structure and frame shear-wall structure are compared in the near-field ground motions. The results show that the structure has a good performance of energy dissipation and vibration reduction for near-field ground motions and it is a new ideal aseismic structure system.