预制混凝土结构减隔震技术研究进展
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摘要
本文阐述了预制混凝土结构的特点及其抗震性能,介绍了近年来减隔震技术在提高预制混凝土结构抗震性能方面的研究进展,包括基底隔震体系、层间隔震体系、梁柱节点安装耗能阻尼器等。鉴于减隔震技术在提高结构抗震性能方面的有效性,总结了该项技术在预制混凝土结构中的国内外应用概况,并探讨了预制混凝土结构减隔震技术的未来发展方向。针对减隔震技术在提高预制混凝土结构抗震性能中的不足,指出预制混凝土结构的多维减隔震分析理论及新型减隔震装置研发是未来需要进一步研究的主要内容。
Characteristics of precast concrete structure was elaborately introduced in this paper as well as its seismic performance.And the research progress of seismic mitigation and isolation(SMI) in improving the seismic performance of precast concrete structure for the past few years was described,including base isolation system,inter-storey isolation system,installation of beam-column joint energy dissipation dampers,et al.Considering the effectiveness of SMI technology in improving structural seismic performance,a summary of the wide application status of the SMI technology in precast concrete structure was presented.The future development direction of the SMI technology in precast concrete structure was then talked about.Based on the deficiency of SMI technology in improving the seismic performance of precast concrete structure,it is suggested that multi-dimensional SMI theory and the new SMI devices should be paid more attention in the future research.
引文
[1]李爱群,高振世,张志强.工程结构抗震与防灾[M].南京:东南大学出版社,2003
    [2]Lew,H.S.,Leyendecker,E.V.,and Dikkers,R.D.Engineering aspects of the 1971 San Fernando earthquake[M].Michigan:U.S.National Bureau of Standards,1971
    [3]Kunze,W.E.,Sbarounis,S.A.,Amrhein,J.E.The March 27Alaskan earthquake—effects on structures in Anchorage[J].Joumal of American Concrete Institute,1965,62(6):635-649
    [4]薛伟辰,杨新磊,王蕴,等.现浇柱叠合梁框架节点抗震性能试验研究[J].建筑结构学报,2008,29(6):9-17Xue Weichen,Yang Xinlei,Wang Yun,et al.Experimental study on seismic behavior of different type of frame connections with composite beams and cast-in-place columns[J].Journal of Building Structures,2008,29(6):9-17
    [5]闫维明,王文明,陈适才,等.装配式预制混凝土梁-柱-叠合板边节点抗震性能试验研究[J].土木工程学报,2010,43(12):56-61Yan Weiming,Wang Wenming,Chen Shicai,et al.Experimental study of the seismic behavior of precast concrete layered slab and beam to column exterior joints[J].China Civil Engineering Journal,2010,43(12):56-61
    [6]林宗凡,Sagan E.I.,Kreger M.E.装配式抗震框架延性节点的研究[J].同济大学学报,1998,26(2):134-138Lin Zongfan,Sagan E.I.,Kreger M.E.Study on the ductile connections for precast aseismic frame[J].Journal of Tongji University,1998,26(2):134-138
    [7]刘阳,郭子雄,戴镜洲,等.不同破坏机制的装配式RCS框架节点抗震性能试验研究[J].土木工程学报,2013,46(3):18-28Liu Yang,Cuo Zixiong,Dai Jingzhou,et al.Experimental study on seismic behavior of prefabricated RCS frame joints with different failure mechanisms[J].China Civil Engineering Journal,2013,46(3):18-28
    [8]Catherine Wolfgram French,Olanrewaju Amu,Charbel Tarzikhan.Connections between precast elements—failure outside connection region[J].Journal of Structural Engineering,1989,115(2):316-340
    [9]Catherine Wolfgram French,Michael Hafner,Viswanath Jayashankar.Connections between precast elements-—failure within connection region[J].Journal of Structural Engineering,1989,115(2):3171-3192
    [10]Hasan Husnu Korkmaz,Tugrul Tankut.Performance of a precasi concrete beam-to-beam connection subject to reversed cyclic loading[J].Engineering Structure,2005,27:1392-1407
    [11]Den Hartog,J.P.Mechanical Vibrations[M].New York:McGrawHill Book Company,1956.
    [12]赵斌,吕西林,刘丽珍.全装配式预制混凝土结构梁柱组合件抗震性能试验研究[J].地震工程与工程振动,2005,25(1):81-87Zhao Bin,Lv Xilin,Liu Lizhen.Experimental study on seismic behavior of precast concrete beam-column subassemblage with fully assembled joint[J].Earthquake Engineering and Engineering Vibration,2005,25(1):81-87
    [13]李楠,张季超,楚先锋.预制混凝土结构后浇整体式梁柱节点抗震性能试验研究[J].工程力学,2009,26(增刊I):41-44Li Nan,Zhang Jichao,Chu Xianfeng.Experimental study on seismic behavior of pre—cast concrete beam-columm sub-assemblage with cast-in-situ monolithic joint[J].Engineering Mechanics,2009,26(Supplementary Issue I):41-44
    [14]陈适才,闫维明,李振宝.大型预制混凝土梁柱叠合板中节点整体抗震性能试验研究[J].工程力学,2012,29(2):135-141Chen Shicai,Yan Weiming,Li Zhenbao,et al.Experimental study on seismic behavior of layered slab and beam to column interior joints in precast concrete structures[J].Engineering Mechanics,2012,29(2):135-141
    [15]范力,吕西林,赵斌.预制混凝土框架结构抗震性能研究综述[J].结构工程师,2007,23(4):90-97Fan Li,Lv Xilin,Zhao Bin.Summary of investigation on seismic behavior of precast concrete frame struetures[J].Structural Engineers,2007,23(4):90-97
    [16]Robinson,R.H.Passive control of structures:the New Zealand experience[J].Journal of Earthquake Technology,1998,35(4):63-75
    [17]Kelly,J.M.,Skinner,R.I.,Heine,A.J.Mechanisms of Energy Absorption in Special Devices for Use in Earthquake Resistant Structures[J].Bull.N.Z.Soc.Earthquake Engineering,1972,5(3),63-88
    [18]Yao,J.T.P.Concept of structural control[J].Journal of Structural Division,1972,98(7):1567-1574
    [19]欧进萍,王光远.结构随机振动[M].北京:高等教育出版社,1998
    [20]Kobbri T?Takahashi,M.,Nasu,T.,et al.Seismic response controlled structure with active variable stiffness system[J].Earthquake Engineering Structural Dynamics,1993,22(11):925-941
    [21]Ehrgott R.C.,Masri S.F.Modeling the oscillatory dynamic behavior of electrorheological materials in shear[J].Smart Material Structure,1992,1:275-285
    [22]范立础,王志强.我国桥梁隔震技术的应用[J].振动工程学报,1999,12(2):173-181Fan Lichu,Wang Zhiqiang.Application of seismic isolation technology for bridges in China[J].Journal of Vibration Engineering,1999,12(2):173-181
    [23]欧进萍,吴斌,龙旭.结构被动耗能减振效果的参数影响[J].地震工程与工程振动,1998,18(1):60-69Ou Jinping,Wu Bin,Long Xu.Parameter analysis of passive energy dissipation systems[J].Earthquake Engineering and Engineering Vibration,1998,18(1):60-69
    [24]周福霖.隔震、消能减震和结构控制技术的发展和应用(上)[J].世界地震工程,1989,4:16-20
    [25]Marco Battaini,Agostino Marioni.Base isolation of allied join force Command Headquarters Naples[C].10th World Conference on Seismic Isolation,Energy Dissipation and Active Vibrations Control of Structures,2007
    [26]Ghosh S.K.,Ned Cleland.Observations from the February 27,2010,earthquake in Chile[R].PCI Reconnaissance Team Report,2012
    [27]Tiong P.L.Y.,Adnan A.,Rahman A.B.A.,et al.Seismic performance of low-ductility precast wall structure with base isolation[J].International Journal of Engineering,2013,26(2):153-162
    [28]祁皑,林云腾,郑国琛.层间隔震结构工作机理研究[J].地震工程与工程振动,2006,26(4):114-120Oi Ai,Lin Yunteng,Zheng Cuochen.Research on working mechanism of story isolation structure[J].Earthquake Engineering and Engineering Vibration,2006,26(4):114-120
    [29]卫杰斌.高层装配式隔震结构抗震性能研究[D].广州:广州大学.2012Wei Jiebin.Research on seismic performance of a high-rise prefabricated isolated structure[D],Guangzhou:Guangzhou University,2012
    [30]卫杰彬,谭平,匡珍,周福霖.高层装配式层间隔震结构的抗震性能及破坏失效模式研究[J].土木工程学报,2012,45(增刊):171-176Wei Jiebin,Tan Ping,Kuang Zhen.Research on seismic performance and damage failure mode of a high-rise prefabricated inter-story isolated structure[J].China Civil Engineering Journal,2012,45(Supplementary Issue):171-176
    [31]谭平,匡珍,卫杰斌,等.装配式隔震节点的试验研究与分析[J].广州大学学报(自然科学版),2013,12(4):32-37Tan Ping,Kuang Zhen,WEI Jiebin,et al.Experimental study and analysis of assembled isolation concrete connection[J].Journal of Guangzhou University(Natural Science Edition),2013,12(4):32-37
    [32]林宗凡.国外装配式混凝土结构中的摩擦耗能技术综述[J].建筑科学,1994,3:77-80
    [33]Avtar S.Pall,Rashmi Pall.Friction-Dampers for seismic control of buildings"a Canadian experience"[C].11th World Conference on Earthquake Engineering,1996
    [34]Brian G.Morgen,Yahya C.Kurama.A friction damper for posttensioned precast concrete beam-to-column joints[C].13th World Conference on Earthquake Engineering,2004
    [35]Brian G.Morgen,Yahya C.Kurama.Seismic design of frictiondamped precast concrete frame structures[J].Journal of Structural Engineering,2007,13(11):1501-1511
    [36]Paolo Martinelli,Maria Gabriella Mulas.An innovative passive control technique for industrial precast frames[J].Engineering Structures,2010,32:1123-1132
    [37]Geoffrey W.Rodgers,Kevin M.Solberg,John B.Mander,et al.High-Force-to-Volume seismic dissipaters embedded in a jointed precast concrete frame[J].Journal of Structural Engineering,2012,138(3):375-386
    [38]张卫海。张雄.采用屈曲约束支撑加固装配式结构的应用研究[J].建筑结构,2012,42(增刊):482-485Zhang Weihai,Zhang Xiong.Application of buckling restrained braces in prefabricated reinforced concrete frame for seismic retrofitting[J].Building Structure,2012,42(Supplementary Issue):482-485
    [39]瞿伟廉,周强,苏经宇,等.多层建筑结构水平剪扭-竖向地震反应的智能复合隔震控制[J].地震工程与工程振动,2003,23(5):187-195Qu Weilian,Zhou Qiang,Su Jingyu,et al.Torsional-vertical seismic response control of multi-story structure with intelligent compound base-isolation system[J].Earthquake Engineering and Engineering Vibration,2003,23(5):187-195
    [40]刘天适,赵强,王兴国,等.碟形弹簧竖向减震体系的分析与研究[J].世界地震工程,2004,20(2):1-5Liu Tianshi,Zhao Qiang,Wand Xingguo,et al.A study on vertical seismic isolation system with disk spring[J].Earthquake Engineering and Engineering Vibration,2004,20(2):1-5
    [41]Masaki Morishita,Kazuhiko Inoue,Takafumi Fujita.Development of Three-Dimensional Seismic Isolation Systems for Fast Reactor Application[J].Journal of Japan Association for Earthquake Engineering,2004,4(3):305-310
    [42]张玉敏,苏幼坡,梁军,等.碟形弹簧竖向减震装置的研究[J].哈尔滨工业大学学报,2005,37(12):1678-1680Zhang Yumin,Su Youpo,Liang Jun,et al.A study on vertical seismic isolation system by disk spring[J].Journal of Harbin Institute of Technology,2005,37(12):1678-1680
    [43]魏陆顺,周福霖,任珉,等.三维隔震(振)支座的工程应用与现场测试[J].地震工程与工程振动,2007,27(3):121-125Wei Lushun,Zhou Fulin,Ren Min,et al.Application of threedimensional seismic and vibration isolator to building and site test[J].Earthquake Engineering and Engineering Vibration,2007,27(3):121-125
    [44]赵亚敏,苏经宇,陆鸣.3DIB三维基础隔震模型振动台试验研究[J].建筑结构学报,2010,增刊2:105-111Zhao Yamin,Su Jingyu,Lu Ming.Shaking table tests of three dimensional base-isolated model with 3DIB[J].Journal of Building Structures,2010,Supplementary Issue 2:105-111
    [45]颜学渊,张永山,王焕定,等.三维隔震抗倾覆结构振动台试验[J].工程力学,2010,27(5):91-96Yan Xueyuan,Zhang Yongshan,Wang Huanding.Shaking table test for the structure with three-dimensional base isolation and overturn resistance devices[J].Engineering Mechanics,2010,27(5):91-96
    [46]Shmiada T.,Fujiwaka T.,Moro S.,et al.Study on threedimensional seismic isolation system for next generation nuclear power plant:Hydralic three-dimensional base isolation system[C].13th World Conference on Earthquake Engineering,2004
    [47]孟庆利,林德全,张敏政.三维隔震系统振动台实验研究[J].地震工程与工程振动,2007,27(3):116-120Meng Qingli,Lin Dequan,Zhang Minzheng.Study on threedimensional isolated system in shaking table test[J].Journal of Earthquake Engineering and Engineering Vibration,2007,27(3):116-120
    [48]卢立恒,徐赵东,潘毅.多维地震激励下工程结构隔减震技术研究进展[J].土木工程学报,2013,46(增刊1):1-6Lu Liheng,Xu Zhaodong,Pan Yi,et al.State of structural isolation and mitigation technology under multi-dimensional excitations[J].China Civil Engineering Joumal,2013,46(Supplementary Issue 1):1-6
    [49]Seigenlhaler R.Earthquake proof building supporting structure with shock absorbing damping elements[J].Schweizerische Bauzeitung,1970,20:211-219
    [50]Ohbayshi Corporation.Ohbayshi base isolation system and base isolated buildings[R].Ohbayshi Corporation,1985
    [51]Tokuda N.,Kashiwazako A.,Omata I.Three-dimensional base isolation system for FBR reactor building[C].SMiRT,1995:513-518

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