摘要
对基础滑移隔震多层房屋的滑动抗倾覆稳定性进行讨论，提出了多质点结构隔震的自身稳定条件．避免了在设计过程中，对多层结构滑动抗倾覆设计的盲目性．
Steady of the anti overturning of multistory structure with base isolation is discussed. The anti overturning condition itself on the muliti degree of freedom structure with sliding base isolation is proposed. Therefore blind design of the anti overturning on multistory structure with base isolation can be avoided.
出处
《西安建筑科技大学学报（自然科学版）》
EI
CSCD
1998年第3期287-289,300,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
多层房屋
基础滑移隔震
抗倾覆稳定
结构隔囊
mulitistory structure, base sliding isolation, steady of anti overturning
