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高强混凝土有侧移柱考虑变形相互支撑作用的变形性能研究
引用本文:王志军,蒲心诚,白绍良. 高强混凝土有侧移柱考虑变形相互支撑作用的变形性能研究[J]. 建筑结构学报, 2001, 22(2): 71-74
作者姓名:王志军  蒲心诚  白绍良
作者单位:重庆大学B区建筑工程学院!重庆400045,重庆大学B区材料工程系!重庆400045,重庆大学B区建筑工程学院!重庆400045
摘    要:实际结构中的有侧移柱和同层中其它抗侧力构件的变形是相互作用的,其变形性能和独立柱的变形性能是不同的。本文通过三榀高强混凝土有侧移柱的试验,从一个较新的角度,研究了高强混凝土有侧移柱考虑变形支撑作用的变形性能,得出了一些具有理论和实用意义的结论。

关 键 词:变形支撑  高强混凝土  有侧移柱  
文章编号:1000-6869(2001)02-0071-04
收稿时间:2001-04-05
修稿时间:2001-04-05

Experimental Research on the Deformation Ability of High-strength Concrete Sway Columns with Mutual Supporting Considered
WANG Zhijun,Pu Xincheng,BAI Shaoliang. Experimental Research on the Deformation Ability of High-strength Concrete Sway Columns with Mutual Supporting Considered[J]. Journal of Building Structures, 2001, 22(2): 71-74
Authors:WANG Zhijun  Pu Xincheng  BAI Shaoliang
Affiliation:WANG Zhijun~,PU Xincheng~,BAI Shaoliang~ (.Faculty of Civil Engineering,Chongqing University,Chongqing,China,. Dept.of Material Science and Engineering,Chongqing University,Chongqing,China)
Abstract:Since the deflection of the frame column in actual structure is influenced by other side sway members, so its deformation ability is different from that of the isolated column. By the analyses of the experimental results of three high strength concrete sway frame, the effects of the mutual supporting on the deformation ability of the high strength concrete sway columns were examined with some useful conclusions drawn therefrom.
Keywords:high-strength concrete   sway column   mutual supporting  
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