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钢筋混凝土筒中筒结构模型静力弹性试验研究
引用本文:陈伯望,王海波,沈蒲生.钢筋混凝土筒中筒结构模型静力弹性试验研究[J].四川建筑科学研究,2006,32(1):13-17,71.
作者姓名:陈伯望  王海波  沈蒲生
作者单位:1. 湖南大学土木工程学院,湖南,长沙,410082;湖南城市学院土木工程学院,湖南,益阳,413000
2. 湖南大学土木工程学院,湖南,长沙,410082
基金项目:高等学校博士学科点专项科研项目
摘    要:进行了1个14层1/10缩尺的钢筋混凝土筒中筒结构模型静力试验,重点分析了偏心水平荷载和顶部竖向荷载对模型受力性能的影响,得出了几点结论,可供筒中筒结构分析和设计时参考。

关 键 词:钢筋混凝土筒中筒  小比例结构模型  静力弹性试验
文章编号:1008-1933(2006)01-0013-05
收稿时间:2004-01-04
修稿时间:2004-01-04

Experimental study on static elastic peoperty for RC tube in tube model
CHEN Bo-wang,WANG Hai-bo,SHEN Pu-sheng.Experimental study on static elastic peoperty for RC tube in tube model[J].Building Science Research of Sichuan,2006,32(1):13-17,71.
Authors:CHEN Bo-wang  WANG Hai-bo  SHEN Pu-sheng
Affiliation:1. College of Civil Engineering, Hunan University, Changsha 410082, China; 2. College of Civil Engineering, Hunan City University, Yiyang 413000, China
Abstract:In this paper,the static elastic test of a 14 stories 1/10 scale reinforced concrete tube in tube structure model is carried out. The influence of eccentric lateral load and top vertical load on property of structure model is emphatically studied in this paper, from which some important results are obtained, possessing certain reference value to analysis and design for tube in tube structure.
Keywords:reinforced concrete tube in tube  small-scale structure model  static elastic test
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