钢支撑低周疲劳性能研究综述
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摘要
总结了国际上有关钢支撑低周疲劳性能试验及有限元研究方面的现状,指出了钢支撑低周疲劳性能研究的方向。
Low-cycle fatigue behavior research of the steel brace is prerequisite to the understanding of the seismic performance of concentrically braced frame with moment resisting frame dual systems.In this paper,the current test and finite element research in the low-cycle fatigue behavior of the steel brace is reviewed and the further research direction is pointed out.
Low-cycle fatigue behavior research of the steel brace is prerequisite to the understanding of the seismic performance of concentrically braced frame with moment resisting frame dual systems.In this paper,the current test and finite element research in the low-cycle fatigue behavior of the steel brace is reviewed and the further research direction is pointed out.
引文
[1]ASLANI F,GOEL S C.Stitch spacing and end fixity in seis-mic-resistant boxed angle braces[J].Journal of Structural En-gineering,1992,118(10):2 889-2 905.
[2]RAI D C,GOEL S C.Seismic evaluation and upgrading ofchevron braced frames[J].Journal of Constructional Steel Re-search,2003,59(8):971-994.
[3]ASLANI F,GOEL S C.Stitch spacing and local buckling inseismic-resistant double-angle braces[J].Journal of StructuralEngineering,1991,117(8):2 442-2 463.
[4]LEE S.Seismic Behaviour of Hollow and Concrete-FilledSquare Tubular Bracing Members[D].Ann Arbor:Universi-ty of Michigan,1987.
[5]LIU Z,GOEL S C.Investigation of Concrete-filled Steel Tu-bular Cyclic Bending Buckling Members[R].Ann Arbor:Uni-versity of Michigan Engineers,1987.
[6]TANG X D,GOEL S C.Seismic Analysis and Design Consid-erations of Braced Steel Frame[R].Ann Arbor:University ofMichigan Engineers,1987.
[7]LEE S,GOEL S C.Seismic Behaviour of Hollow and Con-crete-filled Square Tubular Bracing Members[R].Ann Ar-bor:University of Michigan,1987.
[8]HASSAN O F,GOEL S C.Modeling of Bracing Members andSeismic Behaviour of Concentrically Braced Steel Structures[R].Ann Arbor:University of Michigan,1991.
[9]GUGERLI H.Inelastic Cyclic Behaviour of Steel Members[D].Ann Arbor:University of Michigan,1982.
[10]ARCHAMBAULT M H,TREMBLAY R,FILIATRAULTA.tude du Comportement Séismique des ContreventementsDuctiles en X Avec Profiles Tubulaires en Acier[R].Montréal:cole Polytechnique,1995.
[11]SHABACK B.HSS Brace Behaviour Under Cyclic Loading[D].Calgary:University of Calgary,2001.
[12]TREMBLAY R.Inelastic seismic response of steel bracingmembers[J].Journal of Constructional Steel Research,2002,58(5):665-701.
[13]TREMBLAY R,ARCHAMBAULT M H,FILIATRAULT A.Seismic response of concentrically braced steel frames made withrectangular hollow bracing members[J].Journal of StructuralEngineering,2003,129(12):1 626-1 636.
[14]MADHAR A H.Design of Concentrically Braced Steel Frames forEarthquakes[D].Calgary:University of Calgary,2004.
[15]LEE K,BRUNEAU M.Seismic vulnerability evaluation ofaxially loaded steel built-up laced members I:Experimentalresults[J].Earthquake Engineering and Engineering Vibra-tion,2008,7(2):113-124.
[16]LEE K,BRUNEAU M.Seismic vulnerability evaluation ofaxially loaded steel built-up laced membersⅡ:Evaluations[J].Earthquake Engineering and Engineering Vibration,2008,7(2):125-136.
[17]连尉安.焊接工字形钢支撑低周疲劳性能以及应用研究[D].哈尔滨:哈尔滨工业大学,2006.
[18]张耀春,于海丰,张文元,等.焊接工字形钢支撑在等幅轴向反复循环荷载下低周疲劳性能试验[J].东南大学学报,2009,39(3):525-535.
[19]LEMAITRE J.损伤力学教程[M].倪金刚,陶春虎译.北京:科学出版社,1996.
[20]JIANG Ming-wen.A damaged evolution model for strain fa-tigue of ductile metals[J].Engineering Fracture Mechanics,1995,52(6):971-975.
[21]董宝.高层钢框架结构在多维地震作用下考虑损伤累积效应的弹塑性反映分析[D].上海:同济大学,1997.
[22]于海丰,张耀春,杜守军.Q235材质焊接工字形钢支撑低周疲劳性能有限元模拟研究[J].施工技术,2010,39(增刊):568-570.
[23]DOWNING S D,SOCIE F D.Simple rainflow counting algo-rithms[J].International Journal of Fatigue,1982,4(1):31-40.
[24]MANSON S S,HIRSCHBERG M H.Fatigue behavior instrain cycling in the low and inter-mediate cycle range[A].Fatigue-A Interdisciplinary Approach[C].New York:Syra-cuse University Press,1964.133-178.
[2]RAI D C,GOEL S C.Seismic evaluation and upgrading ofchevron braced frames[J].Journal of Constructional Steel Re-search,2003,59(8):971-994.
[3]ASLANI F,GOEL S C.Stitch spacing and local buckling inseismic-resistant double-angle braces[J].Journal of StructuralEngineering,1991,117(8):2 442-2 463.
[4]LEE S.Seismic Behaviour of Hollow and Concrete-FilledSquare Tubular Bracing Members[D].Ann Arbor:Universi-ty of Michigan,1987.
[5]LIU Z,GOEL S C.Investigation of Concrete-filled Steel Tu-bular Cyclic Bending Buckling Members[R].Ann Arbor:Uni-versity of Michigan Engineers,1987.
[6]TANG X D,GOEL S C.Seismic Analysis and Design Consid-erations of Braced Steel Frame[R].Ann Arbor:University ofMichigan Engineers,1987.
[7]LEE S,GOEL S C.Seismic Behaviour of Hollow and Con-crete-filled Square Tubular Bracing Members[R].Ann Ar-bor:University of Michigan,1987.
[8]HASSAN O F,GOEL S C.Modeling of Bracing Members andSeismic Behaviour of Concentrically Braced Steel Structures[R].Ann Arbor:University of Michigan,1991.
[9]GUGERLI H.Inelastic Cyclic Behaviour of Steel Members[D].Ann Arbor:University of Michigan,1982.
[10]ARCHAMBAULT M H,TREMBLAY R,FILIATRAULTA.tude du Comportement Séismique des ContreventementsDuctiles en X Avec Profiles Tubulaires en Acier[R].Montréal:cole Polytechnique,1995.
[11]SHABACK B.HSS Brace Behaviour Under Cyclic Loading[D].Calgary:University of Calgary,2001.
[12]TREMBLAY R.Inelastic seismic response of steel bracingmembers[J].Journal of Constructional Steel Research,2002,58(5):665-701.
[13]TREMBLAY R,ARCHAMBAULT M H,FILIATRAULT A.Seismic response of concentrically braced steel frames made withrectangular hollow bracing members[J].Journal of StructuralEngineering,2003,129(12):1 626-1 636.
[14]MADHAR A H.Design of Concentrically Braced Steel Frames forEarthquakes[D].Calgary:University of Calgary,2004.
[15]LEE K,BRUNEAU M.Seismic vulnerability evaluation ofaxially loaded steel built-up laced members I:Experimentalresults[J].Earthquake Engineering and Engineering Vibra-tion,2008,7(2):113-124.
[16]LEE K,BRUNEAU M.Seismic vulnerability evaluation ofaxially loaded steel built-up laced membersⅡ:Evaluations[J].Earthquake Engineering and Engineering Vibration,2008,7(2):125-136.
[17]连尉安.焊接工字形钢支撑低周疲劳性能以及应用研究[D].哈尔滨:哈尔滨工业大学,2006.
[18]张耀春,于海丰,张文元,等.焊接工字形钢支撑在等幅轴向反复循环荷载下低周疲劳性能试验[J].东南大学学报,2009,39(3):525-535.
[19]LEMAITRE J.损伤力学教程[M].倪金刚,陶春虎译.北京:科学出版社,1996.
[20]JIANG Ming-wen.A damaged evolution model for strain fa-tigue of ductile metals[J].Engineering Fracture Mechanics,1995,52(6):971-975.
[21]董宝.高层钢框架结构在多维地震作用下考虑损伤累积效应的弹塑性反映分析[D].上海:同济大学,1997.
[22]于海丰,张耀春,杜守军.Q235材质焊接工字形钢支撑低周疲劳性能有限元模拟研究[J].施工技术,2010,39(增刊):568-570.
[23]DOWNING S D,SOCIE F D.Simple rainflow counting algo-rithms[J].International Journal of Fatigue,1982,4(1):31-40.
[24]MANSON S S,HIRSCHBERG M H.Fatigue behavior instrain cycling in the low and inter-mediate cycle range[A].Fatigue-A Interdisciplinary Approach[C].New York:Syra-cuse University Press,1964.133-178.
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