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从被动和主动控制上分析了地震的反应性能 ,指出结构体系的抗震能力综合表现在强度、刚度和变形能力的三者统一上 ,以便改善地基基础与上部结构共同工作相互作用的抗震性能 .
Seismic response performance is analyzed from passive and active control. It is pointed out that the seismic performance of the structural system is integrated with the strength, stiffness and deformability in order to improve the seismic performance of the interaction between the foundations and the superstructure.