摘要
提出了串联多质点基底滑移隔震体系计算模型简化方法,建立了体系在滑移状态和不滑移状态的运动方程,给出了滑移层恢复力取值方法及体系滑移判别条件,据此编制了时程计算程序,并得到了实验的验证。
It is presented about the simplify method of calculate mode for the sliding lase-isolation structure system with many series-wound particle. The moving calculate equations in the sliding state and un-sliding state are established. The resilience computational method of the sliding base-isolation and the condition of the sliding system are given, and hereby the time history computational software was made, moreover, the results are proved by the tests.
出处
《工程抗震与加固改造》
2005年第5期50-56,共7页
Earthquake Resistant Engineering and Retrofitting
基金
安徽省教育厅自然科学基金资助项目(2005KJ032)
关键词
滑移隔震
摩擦
滑移判别条件
sliding base-isolation
friction
the distinguish condition of sliding
