工程结构柱式构件的抗震性能试验研究进展
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摘要
为研究工程结构中柱式构件的抗震性能,本文对国内外普通混凝土柱、高强混凝土柱、钢管混凝土柱和钢骨混凝土柱的抗震拟静力试验结果进行了总结,得出了影响柱式构件抗震性能的几个关键因素,并对研究中存在的不足以及今后需要探讨的问题进行了讨论。
In order to study seismic behaviors of columns in engineering structures,the previous studies in pseudo-static test of normal concrete columns,high-strength concrete columns,concrete-filled tubular columns and steel reinforced concrete columns are reviewed.As the result,several key factors which greatly effect on seismic behaviors of columns are selected.We also discuss the shortcomings in the research and point out some suggestions in the future work.
In order to study seismic behaviors of columns in engineering structures,the previous studies in pseudo-static test of normal concrete columns,high-strength concrete columns,concrete-filled tubular columns and steel reinforced concrete columns are reviewed.As the result,several key factors which greatly effect on seismic behaviors of columns are selected.We also discuss the shortcomings in the research and point out some suggestions in the future work.
引文
陈肇元,朱金铨,吴佩刚,1993.高强混凝土及其应用.北京:清华大学出版社.
短柱受力性能专题组,1991.劲性钢筋混凝土短柱受力性能及计算方法.见:钢筋混凝土研究报告论文集.
关萍,1998.C80高强混凝土柱延性的试验研究.大连理工大学学报,38(3):337—342.
郭子雄,杨勇,王妙芳,2005.型钢混凝土结构性能抗震设计研究展望.哈尔滨工业大学学报,37(S):14—18.
韩林海,陶忠,2000.方钢管混凝土柱的延性系数.地震工程与工程振动,20(4):56—65.
韩林海,钟善桐,1996.钢管混凝土力学.大连:大连理工大学出版社.
黄晓宇,2004.方钢管混凝土柱抗震性能试验研究.天津:天津大学出版社.
贾金青,2000.钢骨高强混凝土短柱及高强混凝土短柱力学性能的研究.大连:大连理工大学出版社.
贾金青,赵国藩,2006.钢骨高强混凝土短柱力学性能.大连:大连理工大学出版社.
姜维山,周小真,赵鸿铁,安建利,1989.钢管混凝土柱压弯剪试验和有限环层分析.钢结构,2期:27—34.
框架短柱专题组,1991.高强混凝土框架短柱抗震性能的实验研究.西安:西建筑科技大学出版社.
李俊华,2005.低周反复荷载下型钢高强混凝土柱受力性能研究.西安:西安建筑科技大学出版社.
李黎明,2007.矩形钢管混凝土柱力学性能研究.天津:天津大学出版社.
吕西林,陆伟东,2000.反复荷载作用下方钢管混凝土柱的抗震性能试验研究.建筑结构学报,21(2):2—11.
吕西林,张国军,陈绍林,2009.高轴压比高强混凝土足尺框架柱抗震性能研究.建筑结构学报,30(3):3—9.
牟星之,1987.劲性钢筋混凝土短柱抗震性能的试验研究.西安:西安冶金建筑学院出版社.
司炳君,孙治国,王东升,王清湘,2009.高强箍筋约束高强混凝土柱抗震性能研究综述.土木工程学报,42(4):1—9.
宋金良,1987.高强约束钢筋混凝土压弯构件抗震性能的试验研究与非线性分析.天津:天津大学出版社.
陶忠,韩林海,2001.方钢管混凝土压弯构件滞回性能的试验研究.地震工程与工程振动,21(1):74—78.
王来,2005.方钢管混凝土框架抗震性能的试验与理论研究.天津:天津大学出版社.
吴平川,张令心,杨克勇,2007.钢骨混凝土结构抗震研究综述.世界地震工程,23(4):13—18.
阎石,肖潇,阚立新,孟庆国,2005.高强钢筋高强混凝土柱恢复力模型.沈阳建筑大学学报,21(2):81—85.
闫维波,1998.钢管高强混凝土压弯构件滞回性能的理论计算与试验研究.哈尔滨:哈尔滨建筑大学出版社.
杨有福,韩林海,范喜哲,2000.钢管混凝土动力性能研究现状.哈尔滨建筑大学学报,33(5):40—46.
叶列平,方鄂华,2000.钢骨混凝土构件的受力性能研究综述.土木工程学报,33(5):1—12.
赵世春,黄雄军,路湛沁,1996.劲性钢筋混凝土柱基本抗震行为的试验研究.建筑结构学报,17(3):43—51.
张国军,白国良,刘伯权,2002.高强混凝土框架柱的研究与进展.西安建筑科技大学学报(自然科学版),34(1):53—56.
张国军,2003.大型火力发电厂高强混凝土框架柱的抗震性能研究.西安:西安建筑科技大学出版社.
钟善桐,1988.钢管混凝土结构.哈尔滨:黑龙江科技出版社.
Basu A.K.,1967.Computation of failure load of composite columns.See:Proceedings,the Institute of Civil Engineers.
Hsu H.L.,Wang C.L.,2000.Flexural-Torsional behavior steel reinforced concrete members subjected to repeated loading,Earthquake Engineering and Structural Dynamics,29(5):667—682.
Komada Katsutoshi,1991.Elastic-plastic behavior of composite members under biaxial bending.Summaries of Technical Papers of Annual Meeting,Architectural Institute of Japan:1709—1710.
Matsui C.,Keira K.,Kawano A.et al.,1991.Development of concrete filled steel tubular structures with inner ribs.See:Proceedings of the Third International Conference on Steel-Concrete Composite Structures,201—206.
Nakamura Takeshi,1978.Experimental study on restoring force characteristics and dynamic response of compositesteel reinforced concrete.Summaries of Technical Papers of Annual Meeting,Architectural Institute of Japan,1367—1368.
Nakanishi K.,Kitada T.,Nakai H.,1994.Experimental study on deterioration of ultimate strength and ductility of damage concrete filled steel box columns.See:Proceedings of the4th ASCCS International Conference on Steel-Concrete Composite Structures,127—130.
Nakanishi K.,Kitada T.,Nakai H.,1998.Experimental study on ultimate strength and ductility of concrete filled steel columns under strong earthquake.Journal of Constructional Steel Research,51:297—319.
Nishimura Shigeru,1991.Flexural behavior of composite columns with eccentricity of H-shape steel.Summaries of Technical Papers of Annual Meeting,Architectural Institute of Japan,1697—1700.
Okamoto T.,Maeno T.,Hisatoku T.et al.,1991.A design and construction practice of rectangular steel tube columns infilled with ultra-high strength concrete cast by centrifugal force.See:Proceedings of the Third International Conference on Steel-Concrete Composite Structures,237—242.
Priestly M.J.N.,Seible F.,Xiao Y.et al.,1991.Steel jacket retrofit to improve shear strength of concrete columns.See:Proceedings of the Third International Conference on Steel-Concrete Composite Structures,695—700.
Priyan A.M.,2000.Behavior of slender high-strength concrete columns.ACI Structural Journal,97(6):895—901.
Sakai J.,Matsuic,2000.Hysteresis characteristics of steel reinforced concrete beam-columns.J.Struct.Constru.Eng,534:183—190.
Sakino K,Tomii M,1981.Hysteretic behavior of concrete filled square steel tubular beam-columns failed in flexure.Transactions of the Japan Concrete Institute,3:439—446.
Sugano Shunsuke,1996.Seismic behavior of reinforced concrete columns which used ultra-high-strength concrete.See:Eleventh World Conference on Earthquake Engineering,P1383.
Sun Y.P.,Sakino K.,1994.Method of improving the ductility of RC columns under high axial load by using steel tube.See:Proceedings of the4th ASCCS International Conference on Steel-Concrete Composite Structures,139—142.
Tomii M.,Sakino L.,Xiao Y.et al.,1985.Earthquake-resisting hysteretic behavior of reinforced concrete short columns confined by steel tube-experimental results of preliminary research.See:Proceedings of the International Speciality Conference on Concrete Filled Steel Tubular Structures,119—125.
Usami T.,Ge H.,Morishita K.,1997.Pseudo-dynamic test of partially concrete-filled steel bridge pier models.See:International Conference Report on Composite Construction-Conventional and Innovative,627—632.
短柱受力性能专题组,1991.劲性钢筋混凝土短柱受力性能及计算方法.见:钢筋混凝土研究报告论文集.
关萍,1998.C80高强混凝土柱延性的试验研究.大连理工大学学报,38(3):337—342.
郭子雄,杨勇,王妙芳,2005.型钢混凝土结构性能抗震设计研究展望.哈尔滨工业大学学报,37(S):14—18.
韩林海,陶忠,2000.方钢管混凝土柱的延性系数.地震工程与工程振动,20(4):56—65.
韩林海,钟善桐,1996.钢管混凝土力学.大连:大连理工大学出版社.
黄晓宇,2004.方钢管混凝土柱抗震性能试验研究.天津:天津大学出版社.
贾金青,2000.钢骨高强混凝土短柱及高强混凝土短柱力学性能的研究.大连:大连理工大学出版社.
贾金青,赵国藩,2006.钢骨高强混凝土短柱力学性能.大连:大连理工大学出版社.
姜维山,周小真,赵鸿铁,安建利,1989.钢管混凝土柱压弯剪试验和有限环层分析.钢结构,2期:27—34.
框架短柱专题组,1991.高强混凝土框架短柱抗震性能的实验研究.西安:西建筑科技大学出版社.
李俊华,2005.低周反复荷载下型钢高强混凝土柱受力性能研究.西安:西安建筑科技大学出版社.
李黎明,2007.矩形钢管混凝土柱力学性能研究.天津:天津大学出版社.
吕西林,陆伟东,2000.反复荷载作用下方钢管混凝土柱的抗震性能试验研究.建筑结构学报,21(2):2—11.
吕西林,张国军,陈绍林,2009.高轴压比高强混凝土足尺框架柱抗震性能研究.建筑结构学报,30(3):3—9.
牟星之,1987.劲性钢筋混凝土短柱抗震性能的试验研究.西安:西安冶金建筑学院出版社.
司炳君,孙治国,王东升,王清湘,2009.高强箍筋约束高强混凝土柱抗震性能研究综述.土木工程学报,42(4):1—9.
宋金良,1987.高强约束钢筋混凝土压弯构件抗震性能的试验研究与非线性分析.天津:天津大学出版社.
陶忠,韩林海,2001.方钢管混凝土压弯构件滞回性能的试验研究.地震工程与工程振动,21(1):74—78.
王来,2005.方钢管混凝土框架抗震性能的试验与理论研究.天津:天津大学出版社.
吴平川,张令心,杨克勇,2007.钢骨混凝土结构抗震研究综述.世界地震工程,23(4):13—18.
阎石,肖潇,阚立新,孟庆国,2005.高强钢筋高强混凝土柱恢复力模型.沈阳建筑大学学报,21(2):81—85.
闫维波,1998.钢管高强混凝土压弯构件滞回性能的理论计算与试验研究.哈尔滨:哈尔滨建筑大学出版社.
杨有福,韩林海,范喜哲,2000.钢管混凝土动力性能研究现状.哈尔滨建筑大学学报,33(5):40—46.
叶列平,方鄂华,2000.钢骨混凝土构件的受力性能研究综述.土木工程学报,33(5):1—12.
赵世春,黄雄军,路湛沁,1996.劲性钢筋混凝土柱基本抗震行为的试验研究.建筑结构学报,17(3):43—51.
张国军,白国良,刘伯权,2002.高强混凝土框架柱的研究与进展.西安建筑科技大学学报(自然科学版),34(1):53—56.
张国军,2003.大型火力发电厂高强混凝土框架柱的抗震性能研究.西安:西安建筑科技大学出版社.
钟善桐,1988.钢管混凝土结构.哈尔滨:黑龙江科技出版社.
Basu A.K.,1967.Computation of failure load of composite columns.See:Proceedings,the Institute of Civil Engineers.
Hsu H.L.,Wang C.L.,2000.Flexural-Torsional behavior steel reinforced concrete members subjected to repeated loading,Earthquake Engineering and Structural Dynamics,29(5):667—682.
Komada Katsutoshi,1991.Elastic-plastic behavior of composite members under biaxial bending.Summaries of Technical Papers of Annual Meeting,Architectural Institute of Japan:1709—1710.
Matsui C.,Keira K.,Kawano A.et al.,1991.Development of concrete filled steel tubular structures with inner ribs.See:Proceedings of the Third International Conference on Steel-Concrete Composite Structures,201—206.
Nakamura Takeshi,1978.Experimental study on restoring force characteristics and dynamic response of compositesteel reinforced concrete.Summaries of Technical Papers of Annual Meeting,Architectural Institute of Japan,1367—1368.
Nakanishi K.,Kitada T.,Nakai H.,1994.Experimental study on deterioration of ultimate strength and ductility of damage concrete filled steel box columns.See:Proceedings of the4th ASCCS International Conference on Steel-Concrete Composite Structures,127—130.
Nakanishi K.,Kitada T.,Nakai H.,1998.Experimental study on ultimate strength and ductility of concrete filled steel columns under strong earthquake.Journal of Constructional Steel Research,51:297—319.
Nishimura Shigeru,1991.Flexural behavior of composite columns with eccentricity of H-shape steel.Summaries of Technical Papers of Annual Meeting,Architectural Institute of Japan,1697—1700.
Okamoto T.,Maeno T.,Hisatoku T.et al.,1991.A design and construction practice of rectangular steel tube columns infilled with ultra-high strength concrete cast by centrifugal force.See:Proceedings of the Third International Conference on Steel-Concrete Composite Structures,237—242.
Priestly M.J.N.,Seible F.,Xiao Y.et al.,1991.Steel jacket retrofit to improve shear strength of concrete columns.See:Proceedings of the Third International Conference on Steel-Concrete Composite Structures,695—700.
Priyan A.M.,2000.Behavior of slender high-strength concrete columns.ACI Structural Journal,97(6):895—901.
Sakai J.,Matsuic,2000.Hysteresis characteristics of steel reinforced concrete beam-columns.J.Struct.Constru.Eng,534:183—190.
Sakino K,Tomii M,1981.Hysteretic behavior of concrete filled square steel tubular beam-columns failed in flexure.Transactions of the Japan Concrete Institute,3:439—446.
Sugano Shunsuke,1996.Seismic behavior of reinforced concrete columns which used ultra-high-strength concrete.See:Eleventh World Conference on Earthquake Engineering,P1383.
Sun Y.P.,Sakino K.,1994.Method of improving the ductility of RC columns under high axial load by using steel tube.See:Proceedings of the4th ASCCS International Conference on Steel-Concrete Composite Structures,139—142.
Tomii M.,Sakino L.,Xiao Y.et al.,1985.Earthquake-resisting hysteretic behavior of reinforced concrete short columns confined by steel tube-experimental results of preliminary research.See:Proceedings of the International Speciality Conference on Concrete Filled Steel Tubular Structures,119—125.
Usami T.,Ge H.,Morishita K.,1997.Pseudo-dynamic test of partially concrete-filled steel bridge pier models.See:International Conference Report on Composite Construction-Conventional and Innovative,627—632.
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