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钢筋混凝土异形柱的轴压比限值与配箍构造
引用本文:王依群,许贻懂,陈云霞. 钢筋混凝土异形柱的轴压比限值与配箍构造[J]. 天津大学学报(自然科学与工程技术版), 2006, 39(3): 295-300
作者姓名:王依群  许贻懂  陈云霞
作者单位:天津大学建筑工程学院,天津300072
摘    要:为了从配箍特征值的角度来研究钢筋混凝土异形柱的轴压比限值及其配箍构造,采用非线性分析的方法,对12960根异形柱截面的延性进行了电算分析,得到了与配箍特征值相关的异形柱的轴压比限值,然后分别从纵筋压曲和约束混凝土2个方面来分析箍筋配置对异形柱延性的影响,得到了异形柱的配箍构造要求.

关 键 词:异形柱  轴压比限值  延性  箍筋间距  配箍特征值
文章编号:0493-2137(2006)03-0295-06
收稿时间:2005-03-07
修稿时间:2005-03-072005-06-20

Limited Value of Axial Compression Ratio and Detailing Requirements for Stirrup of Special Shaped RC Column
WANG Yi-qun,XU Yi-dong,CHEN Yun-xia. Limited Value of Axial Compression Ratio and Detailing Requirements for Stirrup of Special Shaped RC Column[J]. Journal of Tianjin University(Science and Technology), 2006, 39(3): 295-300
Authors:WANG Yi-qun  XU Yi-dong  CHEN Yun-xia
Affiliation:School of Civil Engineering, Tianjin University, Tianjin 300072, China
Abstract:To research limited value of axial compression ratio and detailing requirements for stirrup of special RC shaped column from the point of characteristic value for providing stirrup, the ductility of 12 960 special shaped columns was calculated and analyzed by nonlinear method. The limited value of axial compression ratio of special shaped column in relation with characteristic value for providing stirrup was obtained. Then the effect of the stirrup arrangement on the ductility of special shaped RC columns was discussed from buckling of longitudinal reinforcement and constraint concrete, and the detailing requirements for stirrup of special shaped RC column was given.
Keywords:special shaped column   limited value of axial compression ratio   ductility   stirrup spacing   characeristic value for providing stirrup
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