引文
[1]吕西林,陆伟东.反复荷载作用下方钢管混凝土柱的抗震性能试验研究[J].建筑结构学报,2000,21(2):2-11.(LU Xiling,Lu weidong.Seismic behaviorof concrete filled rectangular steel tubular columnsunder cyclic loading[J].Journal of Building Structures,2000,21(2):2-11.(in Chinese))
[2]陶忠,韩林海.方钢管混凝土压弯构件滞回性能的试验研究[J].地震工程与工程震动,2001,21(1):74-78.(Tao Zhong,Han Linhai.Tests of hysteresisbehaviors of concrete filled steel tubular beam-columnswith square sections[J].Earthquake Engineering andEngineering Vibration,2001,21(1):74-78.(inChinese))
[3]Beutel J,Thambiratnam D,Perera N.Cyclic behaviorof concrete filled steel tubular column to steel beamconnections[J].Engineering Structures,2002,24(3):29-38.
[4]林于东,林杰,宗周红.低周反复荷载作用下矩形钢管混凝土柱与钢梁连接节点的受力性能[J].地震工程与工程震动,2004,24(4):62-69.(Lin Yudong,Lin Jie,Zong Zhouhong.Behavior of connections ofrectangular concrete-filled steel tubular column withsteel beam subjected to reversed lowcyclic loading[J].Earthquake Engineering and Engineering Vibration,2004,24(4):62-69.(in Chinese))
[5]宗周红,林于东,林杰.矩形钢管混凝土柱与钢梁半刚性连接节点的抗震性能[J].建筑结构学报,2004,25(6):29-36.(Zong Zhouhong,Lin Yudong,Lin Jie.Experimental study on seismic performance ofrectangular concrete filled steel tube column to steelbeam semi-rigid connections[J].Journal of BuildingStructures,2004,25(6):29-36.(in Chinese))
[6]Ricles J M,Peng S W,Lu L W.Seismic behavior ofcomposite concrete filled steel tube column-wide flangebeam moment connections[J].Journal of StructuralEngineering,ASCE,2004,130(2):223-232.
[7]宗周红,林于东,陈惠文,等.方钢管混凝土柱与钢梁连接节点的拟静力试验研究[J].建筑结构学报,2005,26(1):77-84.(Zong Zhouhong,Lin Yudong,Chen Huiwen,et al.Quasi-static test on concrete-filledsquare steel tube column to steel beam connections[J].Journal of Building Structures,2005,26(1):77-84.(in Chinese))
[8]Chiew S P,Lie S T,Dai C W.Moment resistance ofsteel I-beam to CFTcolumn connections[J].Journal ofstructural Engineering,2001,127(10):1164-1172.
[9]Varma A H,Ricles J M,Sause R,et al.Seismicbehavior and modeling of high-strength compositeconcrete-filled steel tube beam-columns[J].Journal ofConstructional Steel Research,2002,58(5-8):725-758.
[10]周天华,何保康,陈国津,等.方钢管混凝土柱与钢梁框架节点的抗震性能试验研究[J].建筑结构学报,2004,25(1):9-16.(Zhou Tianhua,He Baokang,ChenGuojin,et al.Experimental studies on seismic behaviorof concrete-filled steel square tubular column and steelbeam joints under cyclic loading.[J].Journal ofBuilding Structures,2004,25(1):9-16(in Chinese))
[11]王来,王铁成.方钢管混凝土框架内隔板节点抗震性能的试验研究[J].地震工程与工程震动,2005,25(1):76-80.(Wang Lai,Wang Tiecheng.Experimentalresearch on seismic performances of joint reinforced withinner ring stiffener of concrete-filled square tubularframe[J].Earthquake Engineering and EngineeringVibration,2005,25(1):76-80.(in Chinese))
[12]周学军,曲慧.方钢管混凝土框架梁柱节点在低周反复荷载作用下的抗震性能研究[J].土木工程学报.2006,39(1):38-43.(Zhou Xuejun,Qu Hui.Seismicresistance of bolt-weld joint and all-weld joint ofconcrete filled square steel tube and steel beam undercyclic load[J].China Civil Engineering Journal,2006,39(1):38-43.(in Chinese))
[13]Li K N,Otani S.Multi-spring model for 3-dimensionanalysis of RC members[J].International Journal ofStructural Engineering and Mechanics,1993,1(1):17-30.
[14]吕西林,卢文生.纤维杆元模型在框架结构非线性分析中的应用[J].力学季刊,2006,27(1):14-22.(L摮Xilin,Lu Wensheng.Application of fiber line elementmodel in nonliner analysis of frame structures[J].Chinese Quarterly of Mechanics,2006,27(1):14-22.(in Chinese))
[15]Varma A H,Riclesm J M,Richard S,et al.Seismbehavior and modeling of high-strength compositeconcrete-fill steel tube(CFT)beam-columns[J].Journal of Construction Steel Research,2002,58(4):725-758.
[16]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):48-58.(WANG Wenda,HAN Linhai,TAOZhong.Experimental research on seismic behavior ofconcrete filled CHS and SHS columns and steel beamplanar frames[J].Journal of Building Structures,2006,27(3):48-58.(in Chinese))