引文
[1]宗周红,林东欣,房贞政,等.两层钢管混凝土组合框架结构抗震性能试验研究[J].建筑结构学报,2002,23(2):27.ZONG zhouhong,LIN Dongxin,FANG Zhenzheng,et al.Experimental research on seismic behavior of a two-story concrete filled steel tubular composite frame[J].Journal of building structures,2002,23(2):27.
[2]李斌,薛刚,张园.钢管混凝土框架结构抗震性能试验研究[J].地震工程与工程振动,2002,22(5):53.LI Bin,XUE Gang,ZHANG Yuan.Experimental study on behavior of concrete filled steel tubular frame[J].Earthquake Engineering and Engineering Vibration,2002,22(5):53.
[3]王来,王铁成,齐建伟,等.方钢管混凝土框架滞回性能试验与理论研究[J].天津大学学报,2005,38(1):41.WANG Lai,WANG Tiecheng,QI Jianwei,et al.Experimental and theoretical study on hysteretic behavior of concrete-filled rectangular steel tubular frame[J].Journal of Tianjin University,2005,38(1):41.
[4]周栋梁,钱稼茹,方小丹,等.环梁连接的RC梁-钢管混凝土柱框架试验研究[J].土木工程学报,2004,37(5):7.ZHOU Dongliang,QIAN Jiaru,FANG Xiaodan,et al.Experimental study on a RC beam-STCC column frame with RC ring beam connections[J].China Civil Engineering Journal,2004,37(5):7.
[5]许成祥,徐礼华,杜国锋,等.钢管混凝土柱框架结构模型地震反应试验研究[J].武汉大学学报:工学版,2006,39(3):68.XU Chengxiang,XU Lihua,DU Guofeng,et al.Experimental study on earthquake response of a CFST column frame structure model[J].Engineering Journal of Wuhan University,2006,39(3):68.
[6]王先铁,郝际平,周观根,等.方钢管混凝土柱-钢梁平面框架抗震性能试验研究[J].建筑结构学报,2010,31(8):8.WANG Xiantie,HAO Jiping,ZHOU Guangen,et al.Experimental research on seismic behavior of concrete filled square steel tube columns and steel beam planar frames[J].Journal of Building Structures,2010,31(8):8.
[7]王文达,韩林海,陶忠.钢管混凝土柱-钢梁平面框架抗震性能的试验研究[J].建筑结构学报,2006,27(3):48.WANG Wenda,HAN Linhai,TAO Zhong.Experimental research on seismic behavior of concrete filled CHS and SHS columns and steel beam planar frames[J].Journal of Building Structures,2006,27(3):48.
[8]HAN Linhai,WANG Wenda,TAO Zhong.Performance of circular CFST column to steel beam frames under lateral cyclic loading[J].Journal of Constructional Steel Research,2011,2011(67):876.
[9]李志强,王伟,陈以一,等.铁路客站钢桁架-方钢管混凝土柱节点构造优化与试验研究[J].建筑结构,2013,43(13):63.LI Zhiqiang,WANG Wei,CHEN Yiyi,et al.Details improvement and experimental research on steel truss-square CFT column joints in railway station terminal[J].Building Structure,2013,43(13):63.
[10]沈祖炎,陈扬骥,陈以一.钢结构基本原理[M].2版.北京:中国建筑工业出版社,2005.SHEN Zuyan,CHEN Yangji,CHEN Yiyi.The basic principle of steel structure[M].2nd.Beijing:China Architecture&Building Press,2005.
[11]HAN Linhai,LU Hui,YAO Guohuang,et al.Further study on the flexural behaviour of concrete-filled steel tubes[J].Journal of Constructional Steel Research,2006,62(6):554.
[12]DB29-57 2003天津市钢结构住宅设计规程[S].天津:天津市建设管理委员会,2003.DB29-57 2003 Technical specification for design of steel structure dwelling house in Tianjin[S].Tianjin:Constrction Management Committee of Tianjin,2003.
[13]李忠献,许成祥,王冬,等.钢管混凝土框架结构抗震性能的试验研究[J].建筑结构,2004,34(1):3.LI Zhongxian,XU Chengxiang,WANG Dong,et al.Experimental research on the seismic performance of CFT frame structure[J].Building Structure,2004,34(1):3.
[14]李志强,王伟,陈以一.钢桁架-圆钢管混凝土柱连接区段抗震性能试验研究与承载机理分析[J].建筑结构学报,2013,34(7):47.LI Zhiqiang,WANG Wei,CHEN Yiyi.Experimental research on seismic performance and analysis on load bearing mechanism of steel truss-to-circular CFT column subassemblage[J].Journal of Building Structures,2013,34(7):47.
[15]舒蓉,徐培蓁.层间柱梁强度比对混合屈服机制钢管混凝土框架结构性能的影响[J].青岛理工大学学报,2010,31(1):21.SHU Rong,XU Peizhen.The effect of layer column-to-beam strength ratios on structural performance of hybrid yield mechanism concrete-filled steel tubular moment-resistant frames[J].Journal of Qingdao Technological University,2010,31(1):21.