摘要
通过对一组开洞剪力墙进行弹塑性电算分析，进一步探讨了开洞剪力墙结构弹塑性发展的一般规律，提出了开洞剪力墙结构的最佳抗震能量耗散机构，可作为结构抗震设计的参考依据。
Trough an elasto-plastic analysis of 4 coupled shear walls, some universal laws on the elasto-plastic behavior of coupled shear walls are brought to light. one optimummechanism for dissipating seismic energy is presented. The idea shown in this paper canbe used as a reference basis for designing anti-seismic structure.
