摘要
运用几何和解析方法详细讨论了滑移隔震系统状态转换的运动学和动力学条件，该条件在滑移隔震结构地震作用下的时程响应分析中是必要的。所述方法和结论适用于更复杂滑移隔震结构的振动分析。
In this paper, the kinematics and kinetics conditions of the state transform of sliding isolation systems are studied detailedly by means of geometrical and analytical method. These are neccssary for the analysis for the time history of the responses of sliding isolation structures to ground motions. The method and conclusions proposed are suitable for the seismic analyses of more complex sliding isolation buildings.
出处
《河南科学》
1998年第4期433-436,共4页
Henan Science
