斜向水平荷载下高强钢筋混凝土框架柱受剪性能试验研究
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摘要
通过两组12根高强钢筋混凝土框架柱试验,利用有限元分析方法,分析斜向水平荷载作用下两个主轴方向配箍量不等的柱的受剪性能和双向受剪承载力的相关关系。研究表明,通过有限元分析方法得到的计算结果与试验结果吻合较好,高强钢筋不等肢配箍混凝土框架柱双向受剪承载力相关关系近似符合椭圆规律。
The shear behavior and the bilateral shear correlation of high-strength RC frame columns with different quantity of stirrups in both principal directions are investigated based on the experiment research and finite element analysis of 12 specimens in two groups.It is shown that the calculated results obtained from the finite element analysis are in good accordance with the experimental results.The bilateral shear correlation of the high-strength RC frame columns with different quantity of stirrups in two directions obeys the ellipse law.
The shear behavior and the bilateral shear correlation of high-strength RC frame columns with different quantity of stirrups in both principal directions are investigated based on the experiment research and finite element analysis of 12 specimens in two groups.It is shown that the calculated results obtained from the finite element analysis are in good accordance with the experimental results.The bilateral shear correlation of the high-strength RC frame columns with different quantity of stirrups in two directions obeys the ellipse law.
引文
[1]Maruyama K,Ramirez H,Jirsa J O.Short RC columns under bilateral load histories[J].Journal of Structural Engineering,1984,110(1):120-137
[2]Umehara H,Jirsa J O.Short rectangular RC columns under bilateral loading[J].Journal of Structural Engineering,1984,110(3):605-618
[3]陈裕周,朱伯龙,喻永言.斜向水平荷载作用钢筋混凝土柱抗剪强度试验研究[R].上海:同济大学工程结构研究所,1986(Chen Yuzhou,Zhu Bolong,Yu Yongyan.Experiments research of shear strength of RC frame columns under lateral level load[R].Shanghai:Structure Engineering Graduate School,Tongji University,1986(in Chinese))
[4]戎贤,王铁成,康谷贻.钢筋混凝土框架柱双向受剪承载力分析[J].地震工程与工程振动,2002,22(5):46-52(Rong Xian,Wang Tiecheng,Kang Guyi.Study on twoway shear strength of columns in RC frames[J].Earthquake Engineering and Engineering Vibration,2002,22(5):46-52(in Chinese))
[5]王铁成,郭永亮,张洪波.两向不等肢配箍矩形截面柱双向受剪试验分析[J].天津大学学报,2005,38(7):620-624(Wang Tiecheng,Guo Yongliang,Zhang Hongbo.Shear strength of column with different areas stirrups in two principal directions under skewed horizontal loads[J].Journal of Tianjin University,2005,38(7):620-624(in Chinese))
[6]董春敏.不等肢配箍矩形截面框架柱斜向受剪承载力试验研究[D].天津:天津大学,2007(Dong Chunmin.Experimental research on oblique shear strength of rectangle frame column with different stirrup areas on two principal axis[D].Tianjin:Tianjin University,2007(in Chinese))
[7]马永欣,郑山锁.结构试验[M].北京:科学出版社,2001
[8]GB50010—2002混凝土结构设计规范[S].北京:中国建筑工业出版社,2002(GB50010—2002Code for design of concrete structure[S].Beijing:China Architecture&Building Industry Press,2002(in Chinese))
[9]江见鲸.钢筋混凝土结构非线性有限元分析[M].西安:陕西科学技术出版社,1994
[10]傅剑平,张川,钟树生.钢筋混凝土框架柱双向受剪承载力计算方法讨论[J].重庆建筑大学学报,2000,22(5):1-3(Fu Jianping,Zhang Chuan,Zhong Shusheng.The calculate methods discuss of shear strength of frame column under bilateral horizontal load[J].Journal of Chongqing Jianzhu University,2000,22(5):1-3(in Chinese))
[11]叶列平.混凝土结构[M].北京:清华大学出版社,2002
[12]徐有邻,周氏.混凝土结构设计规范理解与应用[M].北京:中国建筑工业出版社,2005
[2]Umehara H,Jirsa J O.Short rectangular RC columns under bilateral loading[J].Journal of Structural Engineering,1984,110(3):605-618
[3]陈裕周,朱伯龙,喻永言.斜向水平荷载作用钢筋混凝土柱抗剪强度试验研究[R].上海:同济大学工程结构研究所,1986(Chen Yuzhou,Zhu Bolong,Yu Yongyan.Experiments research of shear strength of RC frame columns under lateral level load[R].Shanghai:Structure Engineering Graduate School,Tongji University,1986(in Chinese))
[4]戎贤,王铁成,康谷贻.钢筋混凝土框架柱双向受剪承载力分析[J].地震工程与工程振动,2002,22(5):46-52(Rong Xian,Wang Tiecheng,Kang Guyi.Study on twoway shear strength of columns in RC frames[J].Earthquake Engineering and Engineering Vibration,2002,22(5):46-52(in Chinese))
[5]王铁成,郭永亮,张洪波.两向不等肢配箍矩形截面柱双向受剪试验分析[J].天津大学学报,2005,38(7):620-624(Wang Tiecheng,Guo Yongliang,Zhang Hongbo.Shear strength of column with different areas stirrups in two principal directions under skewed horizontal loads[J].Journal of Tianjin University,2005,38(7):620-624(in Chinese))
[6]董春敏.不等肢配箍矩形截面框架柱斜向受剪承载力试验研究[D].天津:天津大学,2007(Dong Chunmin.Experimental research on oblique shear strength of rectangle frame column with different stirrup areas on two principal axis[D].Tianjin:Tianjin University,2007(in Chinese))
[7]马永欣,郑山锁.结构试验[M].北京:科学出版社,2001
[8]GB50010—2002混凝土结构设计规范[S].北京:中国建筑工业出版社,2002(GB50010—2002Code for design of concrete structure[S].Beijing:China Architecture&Building Industry Press,2002(in Chinese))
[9]江见鲸.钢筋混凝土结构非线性有限元分析[M].西安:陕西科学技术出版社,1994
[10]傅剑平,张川,钟树生.钢筋混凝土框架柱双向受剪承载力计算方法讨论[J].重庆建筑大学学报,2000,22(5):1-3(Fu Jianping,Zhang Chuan,Zhong Shusheng.The calculate methods discuss of shear strength of frame column under bilateral horizontal load[J].Journal of Chongqing Jianzhu University,2000,22(5):1-3(in Chinese))
[11]叶列平.混凝土结构[M].北京:清华大学出版社,2002
[12]徐有邻,周氏.混凝土结构设计规范理解与应用[M].北京:中国建筑工业出版社,2005
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