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