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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．
The sliding anti-overturning stability of multi-story buildings with base-sliding isolation is discussed, and the self-stabilization conditions for multi-mass structure isolation are proposed. Avoid the blindness of multi-layer structure sliding anti-overturn design in the design process.