钢管混凝土结构抗震性能研究与进展
摘要
介绍了钢管混凝土组合结构的特点,综述了国内外钢管混凝土结构的抗震性能的研究现状;分析了其存在的问题和实用价值,展望了钢管混凝土结构发展趋势和应用前景;指出了进一步研究的方向。
引文
[1]蔡绍怀.我国钢管混凝土结构技术的最新进展[J].土木工程学报,1999,32(4):16-20.
[2]辛江红,石明星.钢管混凝土系杆拱桥施工监控分析[J].甘肃科技,2009,25(23):138-141.
[3]Yamakawa T.Sakino K,Yamada Y,A study on elasto-plastic of R/C short columns doubly confined in steeltube and hoops,Proceeding of the Third InternationalConference on Steel-Concrete Composite Struc-tures.1991;665-670.
[4]Park S M,Choi B G,Tae Y K,An experimental study onbehavior of steel-tube column filled with reinforced con-crete connected to H-beam,Proceeding of Fifth PacificStructural Steel Conference,1998;937-942.
[5]钟善桐.高层钢管混凝士结构[M].哈尔滨;黑龙江科学技术出版社,1999.
[6]闫维波.钢管高强混凝土压弯构件滞回性能的理论计算与实验研究[D].哈尔滨建筑大学硕士学位论文,1999.
[7]魏华,杜怀周,刘妮,等.钢管混凝土框架柱的抗震性能[J].沈阳工业大学学报,2008,30(2):223-226.
[8]张文福,郝进锋,薛景宏,等.圆钢管混凝土支撑滞回性能分析[J].大庆石油学院学报,2010,34(3):109-113.
[9]Sakino K,Tomii H.Hysteretic behavior of concrete filledsquare steel tubular beam-columns failed in flexure,Transaction of the Japan Concrete Institute,1981,3:439-446.
[10]Tomii m,Sakino K,Xiao Yan,et al,Earthquake-resis-ting hysteretic behaviorof reinforced concrete short col-umns confined by steel tube-experimental results ofpreliminary research,Proceedings of the InternationalSpecialty Conference on Concrete Filled Steel TubularStructure.1985:119-125.
[11]MatsuiC,KeiraK,KawanoA,etal,Development of con-cretefilled steeltubular structure with inner ribs,Pro-ceeding of the Third International Conference on Steel-Concrete Composite Structure,1991:210-206.
[12]Okamoto T,Maeno T,Hisatoku T,etal,A design andconstruction practice ofrectangular steel tube columns infilled with ultra-high strength concrete cast by centrif-ugal force,Proceedings of the Third International Con-ference on,Steel-Concrete Composite Structure,1991:237-242.
[13]Nakanishi K,Kitada T,Nakai H,Experimental study ondeterioration of ultimate strength and ductility of damageconcrete filled steel box columns,Proceedings of the 4thASCCS International Conference on Steel-ConcreteComposite Structures,1994:127-130.
[14]Sun Y P,Sakiho K,Method of improving the ductility ofRC columns high axialload by using steeltube,Proceed-ings of the 4thASCC5 Intarnational Conference on Steel-Concrete Composite Structure,1994:139-142.
[15]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.
[16]罗漪,徐玉野,王全凤.方钢管混凝土柱的抗震性能分析[J].华侨大学学报,2005,26(4):377-381.
[17]李黎明,李宁,陈志华,等.方钢管混凝土柱的抗震性能试验研究[J].吉林大学学报,2008,38(4):817-822.
[18]张文福.单层钢管混凝土框架恢复力特性研究[D].哈尔滨工业大学博士学位论文,2000.
[19]林东欣,宗周红,房贞政.两层钢管混凝土组合框架结构拟动力地震反应试验研究[J].福州大学学报,2000,28(6):72-76.
[20]李斌,薛刚,张园.钢管混凝土框架结构抗震能试验研究[J].包头钢铁学院学报,2002,21(2):174-178.
[21]黄襄云,周福霖,罗学海,等.钢管混凝土柱结构节点抗震性能研究[J].建筑结构,2001,31(7):3-7.
[22]邹万山,徐礼华.钢管混凝土框架结构模型抗震试验研究[J].三峡大学学报,2009,31(2):59-63.
[23]聂建国,秦凯.方钢管混凝土框架结构push-over分析[J].工业建筑,2005,35(3):68-72.
[24]童菊仙,徐礼华,凡红.方钢管混凝土框架模型振动台试验研究[J].工程抗震与加固改造,2005,27(3):65-69.
[25]齐建伟,王铁成,陈倩.方钢管混凝土框架结构抗震性能试验研究[J].建筑科技,2006,20(3):74-75.
[26]王来,王铁成,陈倩.低周反复荷载下方钢管混凝土框架抗震性能的试验研究[J].地震工程与工程动,2003,23(3):113-117.
[2]辛江红,石明星.钢管混凝土系杆拱桥施工监控分析[J].甘肃科技,2009,25(23):138-141.
[3]Yamakawa T.Sakino K,Yamada Y,A study on elasto-plastic of R/C short columns doubly confined in steeltube and hoops,Proceeding of the Third InternationalConference on Steel-Concrete Composite Struc-tures.1991;665-670.
[4]Park S M,Choi B G,Tae Y K,An experimental study onbehavior of steel-tube column filled with reinforced con-crete connected to H-beam,Proceeding of Fifth PacificStructural Steel Conference,1998;937-942.
[5]钟善桐.高层钢管混凝士结构[M].哈尔滨;黑龙江科学技术出版社,1999.
[6]闫维波.钢管高强混凝土压弯构件滞回性能的理论计算与实验研究[D].哈尔滨建筑大学硕士学位论文,1999.
[7]魏华,杜怀周,刘妮,等.钢管混凝土框架柱的抗震性能[J].沈阳工业大学学报,2008,30(2):223-226.
[8]张文福,郝进锋,薛景宏,等.圆钢管混凝土支撑滞回性能分析[J].大庆石油学院学报,2010,34(3):109-113.
[9]Sakino K,Tomii H.Hysteretic behavior of concrete filledsquare steel tubular beam-columns failed in flexure,Transaction of the Japan Concrete Institute,1981,3:439-446.
[10]Tomii m,Sakino K,Xiao Yan,et al,Earthquake-resis-ting hysteretic behaviorof reinforced concrete short col-umns confined by steel tube-experimental results ofpreliminary research,Proceedings of the InternationalSpecialty Conference on Concrete Filled Steel TubularStructure.1985:119-125.
[11]MatsuiC,KeiraK,KawanoA,etal,Development of con-cretefilled steeltubular structure with inner ribs,Pro-ceeding of the Third International Conference on Steel-Concrete Composite Structure,1991:210-206.
[12]Okamoto T,Maeno T,Hisatoku T,etal,A design andconstruction practice ofrectangular steel tube columns infilled with ultra-high strength concrete cast by centrif-ugal force,Proceedings of the Third International Con-ference on,Steel-Concrete Composite Structure,1991:237-242.
[13]Nakanishi K,Kitada T,Nakai H,Experimental study ondeterioration of ultimate strength and ductility of damageconcrete filled steel box columns,Proceedings of the 4thASCCS International Conference on Steel-ConcreteComposite Structures,1994:127-130.
[14]Sun Y P,Sakiho K,Method of improving the ductility ofRC columns high axialload by using steeltube,Proceed-ings of the 4thASCC5 Intarnational Conference on Steel-Concrete Composite Structure,1994:139-142.
[15]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.
[16]罗漪,徐玉野,王全凤.方钢管混凝土柱的抗震性能分析[J].华侨大学学报,2005,26(4):377-381.
[17]李黎明,李宁,陈志华,等.方钢管混凝土柱的抗震性能试验研究[J].吉林大学学报,2008,38(4):817-822.
[18]张文福.单层钢管混凝土框架恢复力特性研究[D].哈尔滨工业大学博士学位论文,2000.
[19]林东欣,宗周红,房贞政.两层钢管混凝土组合框架结构拟动力地震反应试验研究[J].福州大学学报,2000,28(6):72-76.
[20]李斌,薛刚,张园.钢管混凝土框架结构抗震能试验研究[J].包头钢铁学院学报,2002,21(2):174-178.
[21]黄襄云,周福霖,罗学海,等.钢管混凝土柱结构节点抗震性能研究[J].建筑结构,2001,31(7):3-7.
[22]邹万山,徐礼华.钢管混凝土框架结构模型抗震试验研究[J].三峡大学学报,2009,31(2):59-63.
[23]聂建国,秦凯.方钢管混凝土框架结构push-over分析[J].工业建筑,2005,35(3):68-72.
[24]童菊仙,徐礼华,凡红.方钢管混凝土框架模型振动台试验研究[J].工程抗震与加固改造,2005,27(3):65-69.
[25]齐建伟,王铁成,陈倩.方钢管混凝土框架结构抗震性能试验研究[J].建筑科技,2006,20(3):74-75.
[26]王来,王铁成,陈倩.低周反复荷载下方钢管混凝土框架抗震性能的试验研究[J].地震工程与工程动,2003,23(3):113-117.
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