赵根田李霈清
（内蒙古科技大学建筑与土木工程学院）
关键词：厚板转换抗震设计框剪结构整体结构计算。
中图分类号：TP242 文献标识码：A
摘要：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。
Analysison Seismic Performance of Beam and Plate Converter Floor
Zhao Gentian,Li Peiqing,
School ofArchitecture&CivilEngineering，
Inner Mongolia University of Science &Technology, Baotou 014010,P.R. China
Keywords:thicktransferring plate; seismic design；frame and shear walls structure; overall structurecalculation
Abstract：The seismicperformance of girder transferfloor memberand theplate transferfloor memberwerediscussedwithaprojectexample.Contrastcalculationofgirder transferfloormemberand theplatetransferfloor memberwith 1200mm and 1500mm heightwas carried outbyusingSATWE methodanditsstoreyshiftandstoreyshift anglewereanalyzed.Based ontheoverallstructurecalculation of a high rise building,theseismic design requirementsforbuildings applying thick transferring platewerepresented.Theconclusionisthatthe seismic performance ofgirder transferfloor memberismoreadvantageous,convenientandeconomical iningredients.