Thus this thesis uses the member model to analyze displacement and energy response of aseismatic structures in order to provide materials for developing the method of performance-based design.

• 因此，本文采用简化的杆系分析模型，针对目前基于性能的抗震设计思路，对结构抗震性能的位移及能量指标进行了讨论，以便为完善及发展基于性能的抗震设计思路提供研究基础。