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钢筋混凝土筒中筒结构内力分析与模型试验
引用本文:陈伯望,王海波.钢筋混凝土筒中筒结构内力分析与模型试验[J].四川建筑科学研究,2006,32(6):4-7.
作者姓名:陈伯望  王海波
作者单位:湖南城市学院,湖南,益阳,413000
摘    要:取消筒中筒结构传统的等效连续化计算假定,按照外框筒自然的梁、柱结构状态,提出了筒中筒结构内力和位移分析的层模型计算方法,并考虑外框筒翼缘框架对抗剪刚度的贡献,层模型每层仅3个自由度,计算工作量小,计算方法简单。同时,完成了比例为1/10的筒中筒结构模型的静力试验,理论计算与实测结果吻合较好。

关 键 词:筒中筒结构  层模型  简化计算  模型试验
文章编号:1008-1933(2006)06-0004-04
收稿时间:2005-10-11
修稿时间:2005年10月11

Force analysis and model experiment of R C tube in tube structure
CHEN Bowang,WANG Haibo.Force analysis and model experiment of R C tube in tube structure[J].Building Science Research of Sichuan,2006,32(6):4-7.
Authors:CHEN Bowang  WANG Haibo
Affiliation:Hunan City University , Yiyang 413000, China
Abstract:Based on the nature station of beams and columns of out -frame -tube, in which the equivalent continuation method is abandoned, a story model for calculating internal force and displacement of tube in tube structure is brought out and shear stiffness of flag frame of out - frame - tube is considered in the paper. The story model has advantages of 3 free degrees per story, less calculation and simple method. At the same time, a model experiment of tube in tube structure in scale of 1/10 has been finished and the theory calculation is agreed with the test result.
Keywords:tube in tube structure  story model  simple calculation  model experiment
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