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在竖向荷载作用下，由于转换梁和转换墙在不同位置开有洞口，因此可能导致不同位置的局部破坏。本文对３榀开洞转换结构进行了破坏试验研究，针对局部破坏和承载力分析，最后给出了结论并提出了设计建议。
Under the vertical load, due to the conversion beam and the conversion wall with openings in different locations, it may lead to local damage in different locations. In this paper, the failure test of 3 榀 hole transition structure was carried out. According to the analysis of local failure and bearing capacity, the conclusion was given finally and the design proposal was put forward.