本文主要阐述三侧全埋、一侧开敞地下室嵌固端位置的选取问题,通过小震计算与大震EPDA动力弹塑性时程分析,比较了非全埋地下室底板嵌固与地下室顶板嵌固各项参数与用钢量的区别,得出了部分工程在采取一定的措施下,可以取非全埋地下室顶板做为结构的嵌固端。 This paper mainly elaborates the selection of the embedding end position of the fully buried and one side open basement. Through the analysis of the small earthquakes and EPEM dynamic elasto-plastic time history of the large earthquakes, this paper compares the embedding of non-fully buried basement floor and basement board The difference between the parameters and the amount of steel obtained that some of the projects to take certain measures, you can take non-buried basement as the structure embedded embedded base.