方钢管混凝土柱-钢梁节点研究综述
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摘要
方钢管混凝土柱——钢梁节点的结构性能直接影响钢管混凝土结构在建筑工程中推广和应用。为使设计人员对方钢管混凝土柱——钢梁节点有一个较为全面的了解,该文综合国内外相关资料,按刚接、半刚接、铰接三种节点类型,分别介绍目前常用节点的构造型式和受力特点,并简要介绍该节点研究现状。最后,对方钢管混凝土柱——钢梁节点的进一步研究工作做了探讨。
Structure performance of concrete-filled steel square tubular column and steel beam joint affects on the development and appliance of structures with concrete-filled tubular members in buildings.In order to make the designers have a thorough knowledge of joint.This thesis is based on the domestic and abroad information,this types of concrete-filled steel square tubular column and characteristics of steel beam joint according to rigid joints,semi-rigid joints and hinged joints are summarized,and the present research of the joints is introduced simply.Finally,the works for further research on concrete filled square tubular column-beam connection are discussed.
Structure performance of concrete-filled steel square tubular column and steel beam joint affects on the development and appliance of structures with concrete-filled tubular members in buildings.In order to make the designers have a thorough knowledge of joint.This thesis is based on the domestic and abroad information,this types of concrete-filled steel square tubular column and characteristics of steel beam joint according to rigid joints,semi-rigid joints and hinged joints are summarized,and the present research of the joints is introduced simply.Finally,the works for further research on concrete filled square tubular column-beam connection are discussed.
引文
1钟善桐.钢管混凝土结构[M].北京:清华大学出版社,2003.
2孙丙友,刘一华.钢管混凝土柱-钢筋混凝土环梁节点抗震性能的有限元模拟[J].安徽建筑工业学院学报,2008,16(1):8-11.
3 CECS28:90,钢管混凝土结构设计与施工规程[S].
4李宁波.加强环式钢管混凝土柱-钢梁节点的刚性分析[J].安徽建筑工业学院学报,2006,14(6):27-30.
5阳芳,张玉龙.钢管混凝土柱框架节点域的研究现状与展望[J].天津城市建设学院学报,2004,10(1):25-28.
6 Fujimoto T,Rnar E,Tokinoya H,etc.Behavior ofbeam-to-column connection of CFT column systemunder seismic force[C].Proceedings of 6thAsccs in-ternational conference on steel-concrete compositestructure.America:Dept of civil Engineery,Vniv ofSouthern California,Los Angeles,2000,557-564.
7 Kang C H,Shin K J,Oh Y S,ect.Hysteresis behav-ior of CFT column to H-beam connections with ex-ternal T-stiffeners and penetrated elements[J].En-gineering Structures,2001,(23):1194-1201.
8 Ricles J M,Peng S W,Lu L W.Seimic behavior ofcomposite concrete filled steel tube colume-wideflange beam moment conncetions[J].Journal structur-al engineering ASCE,2004,130(2):223-232.
9聂建国,秦凯,肖岩.方钢管混凝土柱节点的试验研究及非线性有线元分析[J].工程力学,2006,23(11):99-109.
10李黎明,陈志华,李宁.隔板贯通式梁柱节点抗震性能试验研究[J].地震工程与工程振动,2007,27(1):46-53.
11黄炳生,杜培源,吴文平.方钢管混凝土柱-钢梁竖向加劲肋式节点非线性有限元分析[J].南京工业大学学报,2007,29(6):5-11.
12李斌,高春彦.矩形钢管混凝土框架节点抗震性能试验研究[J].工程力学,2007,24(12):177-181.
13徐礼华,凡红,刘胜兵,邢丹.方钢管混凝土柱-钢梁节点抗震性能试验研究与有限元分析[J].工程力学,2008,25(2):122-131.
2孙丙友,刘一华.钢管混凝土柱-钢筋混凝土环梁节点抗震性能的有限元模拟[J].安徽建筑工业学院学报,2008,16(1):8-11.
3 CECS28:90,钢管混凝土结构设计与施工规程[S].
4李宁波.加强环式钢管混凝土柱-钢梁节点的刚性分析[J].安徽建筑工业学院学报,2006,14(6):27-30.
5阳芳,张玉龙.钢管混凝土柱框架节点域的研究现状与展望[J].天津城市建设学院学报,2004,10(1):25-28.
6 Fujimoto T,Rnar E,Tokinoya H,etc.Behavior ofbeam-to-column connection of CFT column systemunder seismic force[C].Proceedings of 6thAsccs in-ternational conference on steel-concrete compositestructure.America:Dept of civil Engineery,Vniv ofSouthern California,Los Angeles,2000,557-564.
7 Kang C H,Shin K J,Oh Y S,ect.Hysteresis behav-ior of CFT column to H-beam connections with ex-ternal T-stiffeners and penetrated elements[J].En-gineering Structures,2001,(23):1194-1201.
8 Ricles J M,Peng S W,Lu L W.Seimic behavior ofcomposite concrete filled steel tube colume-wideflange beam moment conncetions[J].Journal structur-al engineering ASCE,2004,130(2):223-232.
9聂建国,秦凯,肖岩.方钢管混凝土柱节点的试验研究及非线性有线元分析[J].工程力学,2006,23(11):99-109.
10李黎明,陈志华,李宁.隔板贯通式梁柱节点抗震性能试验研究[J].地震工程与工程振动,2007,27(1):46-53.
11黄炳生,杜培源,吴文平.方钢管混凝土柱-钢梁竖向加劲肋式节点非线性有限元分析[J].南京工业大学学报,2007,29(6):5-11.
12李斌,高春彦.矩形钢管混凝土框架节点抗震性能试验研究[J].工程力学,2007,24(12):177-181.
13徐礼华,凡红,刘胜兵,邢丹.方钢管混凝土柱-钢梁节点抗震性能试验研究与有限元分析[J].工程力学,2008,25(2):122-131.
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