钢-混凝土组合结构抗震性能研究综述
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摘要
介绍日本阪神大地震中钢-混凝土组合结构的震害记录,分析国内外钢-混凝土组合结构构件的抗震性能研究现状,提出应加强钢-混凝土组合结构整体抗震性能研究的建议。
The record of earthquake disasters impact on steel-concrete composite(SRC) structures in Kobe Earthquake is presented in this paper.And the research situation on aseismic behavior of steel-concrete composite structural member at home and abroad is also analyzed.At last suggestions of strengthening asesmic behavior of SRC structure are put forward.
The record of earthquake disasters impact on steel-concrete composite(SRC) structures in Kobe Earthquake is presented in this paper.And the research situation on aseismic behavior of steel-concrete composite structural member at home and abroad is also analyzed.At last suggestions of strengthening asesmic behavior of SRC structure are put forward.
引文
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[6]蒋东红,王连广,刘之洋.高强钢骨混凝土框架柱的抗震性能[J].东北大学学报,2002,23(1):67-70.
[7]Pedro R,Munoz,Cheng-Tzu Thomas.Behavior of biaxially loaded con-crete-encased composite columns.Journal of Structural Engineering,1997,123(9):321-328.
[8]Pedro R,Munoz,Cheng-Tzu Thomas.Biaxially loaded concrete-en-cased composite columns:design equation.Journal of Structural Engi-neering,1997,123(12):531-540.
[9]赵世春,黄雄军,路湛沁.劲性钢筋混凝土柱基本抗震行为的试验研究[J].建筑结构学报,1996,17(3):43-51.
[10]李春宝,黄祖波.钢梁—钢筋混凝土柱节点在国内外的应用研究状况[J].森林工程,2006,22(4):49-51.
[11]J F Hajjar.Concrete-filled steel tube columns under earthquake loads.Journal of Structural Engineering,ASCE,2000,124(2):231-238.
[12]宗周红,林东欣,房贞政,等.两层钢管混凝土组合结构框架抗震性能试验研究[J].建筑结构学报,2002,23(4):27-35.
[13]Buoropane S G and White R N.Pseudodynamic testing of masonry in-filled reinforced concrete frame.Journal of Structural Engineering,ASCE,1999,125(6):796-783.
[14]Elnashai A S,Elghazuli A Y,Denesh-Ashtianni.Response of semi-rigid steel frames to C-yclic and earthquake loads.Journal of StructuralEngineering,ASCE,1998,124(8):931-939.
[15]薛建阳,赵鸿铁.型钢混凝土框架模型的弹塑性地震反应分析[J].建筑结构学报,2000,21(8):28-33.
[2]聂建国,余洲亮,叶清华.钢-混凝土叠合板组合梁抗震性能的试验研究[J].清华大学学报,1998,39(5):35-37.
[3]聂建国,余洲亮,袁彦声,等.钢-混凝土组合梁恢复力模型的研究[J].清华大学学报,1999(5):121-123.
[4]Shen Jum in,Zhou Xinggang,Feng shiping,Seimic behavior of rein-forced brick masonry Cavity walls.IABSE Symposium in Brussels,IABSE-AIPC-IVBH,1990.
[5]陈忠汉.钢-砼组合柱抗震性能的试验研究[J].苏州城建环保学院学报,1995,8(3):15-28.
[6]蒋东红,王连广,刘之洋.高强钢骨混凝土框架柱的抗震性能[J].东北大学学报,2002,23(1):67-70.
[7]Pedro R,Munoz,Cheng-Tzu Thomas.Behavior of biaxially loaded con-crete-encased composite columns.Journal of Structural Engineering,1997,123(9):321-328.
[8]Pedro R,Munoz,Cheng-Tzu Thomas.Biaxially loaded concrete-en-cased composite columns:design equation.Journal of Structural Engi-neering,1997,123(12):531-540.
[9]赵世春,黄雄军,路湛沁.劲性钢筋混凝土柱基本抗震行为的试验研究[J].建筑结构学报,1996,17(3):43-51.
[10]李春宝,黄祖波.钢梁—钢筋混凝土柱节点在国内外的应用研究状况[J].森林工程,2006,22(4):49-51.
[11]J F Hajjar.Concrete-filled steel tube columns under earthquake loads.Journal of Structural Engineering,ASCE,2000,124(2):231-238.
[12]宗周红,林东欣,房贞政,等.两层钢管混凝土组合结构框架抗震性能试验研究[J].建筑结构学报,2002,23(4):27-35.
[13]Buoropane S G and White R N.Pseudodynamic testing of masonry in-filled reinforced concrete frame.Journal of Structural Engineering,ASCE,1999,125(6):796-783.
[14]Elnashai A S,Elghazuli A Y,Denesh-Ashtianni.Response of semi-rigid steel frames to C-yclic and earthquake loads.Journal of StructuralEngineering,ASCE,1998,124(8):931-939.
[15]薛建阳,赵鸿铁.型钢混凝土框架模型的弹塑性地震反应分析[J].建筑结构学报,2000,21(8):28-33.
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