本文结合工程实例,探讨了转换层中的梁式转换结构和板式转换结构的抗震性能.采用SATWE分别对梁式转换结构、1500mm、1200mm厚板式转换结构对比计算,分析了结构的层间位移和层间位移角.通过对某高层整体结构计算,认为梁式转换结构抗震性能更加优越且经济适用,并给出了应用厚板转换的建筑抗震设计要求.%The seismic performance of girder transfer floor member and the plate transfer floor member were discussed with a project example.Contrast calculation of girder transfer floor member and the plate transfer floor member with 1200mm and 1500mm height was carried out by using SATWE method and its storey shift and storey shift angle were analyzed.Based on the overall structure calculation of a high rise building, the seismic design requirements for buildings applying thick transferring plate were presented.The conclusion is that the seismic performance of girder transfer floor member is more advantageous, convenient and economical in ingredients.
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