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高层建筑结构转换梁的有限元分析
引用本文:张旭宏,董艳秋.高层建筑结构转换梁的有限元分析[J].交通科技与经济,2007,9(4):26-27.
作者姓名:张旭宏  董艳秋
作者单位:黑龙江工程学院,土木工程系,黑龙江,哈尔滨,150050
摘    要:转换层能承受上部结构的各种内力,并向下传递内力。梁式转换层作为目前高层建筑结构中实现垂直转换最常用的结构形式,其结构分析的精确性尤为重要。分析梁式转换层结构设计原理,确定转换梁有限元分析范围、单元网格的划分、计算荷载的取用及支撑与侧向边界的简化,建立转换梁有限元分析模型。

关 键 词:转换梁  有限元  内力  荷载  边界
文章编号:1008-5696(2007)04-0026-02
修稿时间:2007-03-04

Finite element analysis of tall building structure transfer beam;
ZHANG Xu-hong,DONG Yan-qiu.Finite element analysis of tall building structure transfer beam;[J].Technology & Economy in Areas of Communications,2007,9(4):26-27.
Authors:ZHANG Xu-hong  DONG Yan-qiu
Institution:Dept. of Civil Engineering, Heilongjiang Institute of Technology, Harbin 150050, China
Abstract:Transition layer can bear various internal forces of uper structure and transfer them downward. Beam type transfer layer is common use structure form of realizing perpendicular transition in high-rise building structure, so the accuracy of the transition beam structure analysis is very important. The paper analyses the principle of beam type transfer layer structure design, the range of transition beam finite element analysis, mesh division, load calculation of the border with simplified access and support, the establishment of finite element analysis model of transfer beam.
Keywords:transfer beam  finite element  internal force  load  border
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