作　　者： ; ; ;

机构地区： 辽宁工程技术大学建筑工程学院

出　　处： 《工业建筑》 2013年第S1期285-288,共4页

摘　　要： 将梁式转换层应用于三种不同结构形式——框架结构、框架剪力墙结构及框筒结构的抗震性能的对比分析中。首先对三种模型结构的自振周期、层间位移、层间位移角进行对比分析,通过梁式转换层结构应用于框架结构、框剪结构、框筒结构的抗震性能对比分析,得出哪种模型的性能更优越,进而得出梁式转换层更适合应用于框筒结构中。为实际的结构设计提供借鉴。 This paper mainly focused on the comparison and analysis of the aseismic behaviors of the beam transfer layer used for three different structures——frame structure,frame shear wall structure and the frame tube structure.First through the comparing analysis,including the content of natural vibration period,displacement between the layers and interlayer displacement angle of three kinds of model structures,the seismic performance comparison and analysis of beam conversion layers structure used in frame structure,frame wall shear structure and the frame tube structure were carried out,and then it was obtained,the superior performance of the model and found out the frame tube structure could be more suitable for the beam transformation layer.Which supplied reference for actual structural design.

关 键 词： 转换梁 结构形式 抗震性能

领　　域： [建筑科学]