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本文研究了框架结构抗震分析的计算机系统分析(CSA)方法,对R.C.试验框架单元和多层框架结构进行了不同地震波和量级输入下的地震反应计算分析,探讨了不同框架方案的抗震性能,证实了文中提出的自控框架具有良好的抗震性能.并给出了自控框架的设计建议.
In this paper, the computer system analysis (CSA) method for seismic analysis of frame structures is studied. The seismic response calculations for different seismic wave and magnitude inputs are performed for RC frame elements and multi-story frame structures, and the seismic performance of different frame schemes is discussed. It is proved that the proposed control frame has good seismic performance, and the design proposal of the self-control framework is given.