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大量的试验结果和地震经验表明，采用基础隔震方法能有效地提高建筑物的抗震能力，但建筑物的高度在什么范围，即建筑物的高宽比在什么范围内才适合采用这种方法，仍然是一个有待解决的课题。本文对采用基础滑移隔震多层砌体房屋在实际地震作用下的抗倾覆高宽比限值进行了研究，利用Ｗｉｌｓｏｎ－θ数值积分方法计算，得到了多层砌体房屋的高宽比限值的统计值。其数值结果可供编制建筑隔震设计规程参考。
A large number of test results and seismic experience show that the use of basement isolation method can effectively improve the seismic capacity of buildings, but the height of the building in what range, that is, the aspect ratio of the building is suitable for this method , Is still a problem to be solved. In this paper, the anti-collapse aspect ratio limits of a base-slip multi-story masonry building subjected to actual earthquakes are studied. By using the Wilson-θ numerical integration method, the aspect ratio of the multi-story masonry building is obtained. Statistics of limits. The numerical results for the preparation of architectural design code reference.