摘要
带高位SRC梁式转换层建筑结构是一种竖向不规则的复杂高层建筑结构形式,结构受力机理复杂,设计难度大。现行规范对转换层的设置位置只限于低位。为此,运用地震反应谱理论及有限元计算分析软件,进行了SRC梁式转换层的设置位置对高层结构地震响应的影响分析,得出了一些结论。
The structure with a SRC transfer beam at a higher plicated high-rise structural style so that its mechanism is not the structure. In the current norm, the establishment position lever is one kind of vertically irregular and cornspecific. So it is difficult to design this kind of of transfer floors is only allowed in a low location. For this reason, Utilizing the seismic response spectrum and the finite element analysis software, this paper analysed the of influence of SRC transfer beams at different positions on high-rise structural earthquake responses and proposed some conclusions.
出处
《结构工程师》
2006年第6期50-54,共5页
Structural Engineers
关键词
SRC
梁式转换层
地震响应
有限元
steel reinforced concrete, transfer beam, earthquake response, finite element