引文
[1]Timoshenko S P.History of strength of materials[M].New York:McGraw Hill,1983.
[2]Dowling N E.Mechanical behavior of materials[M].2nd ed.New Jersey:Englewood Prentice Hall,1999.
[3]Reitherman R.The importance of the development ofinstruments in the history of earthquake engineering[R].Oakland:Earthquake Engineering ResearchInstitute,2004.
[4]Xiao Y,Kunnath S,Yi W J.International symposiumon confined concrete[M].Farmington Hills:AmericanConcrete Institute,ACI SP-238,2006.
[5]Richart F E,Brantzaeg A,Brown R L.The failure ofplain and spirally reinforced concrete in compression[R].Urbana:Engineering Experiment Station,College of Engineering,University of Illinois,1929.
[6]Mander J B,Priestley M J N,Park R.Theoreticalstress-strain model for confined concrete[J].Journalof Structural Engineering,ASCE,1988,114(8):1804-1826.
[7]Mander J B,Priestley M J N,Park R.Observed tress-strain behavior of confined concrete[J].Journal ofStructural Engineering,ASCE,1988,114(8):1827-1849.
[8]Sakai K,Sheikh S A.What do we know aboutconfinement in reinforced concrete columns[J].ACIJournal,1989,86(2):192-207.
[9]Kupfer H B,Hilsdorf H K,Rusch H.Behavior ofconcrete under biaxial stresses[J].ACI Journal,1969,66(8):565-666.
[10]Gerstle K H,Zimmerman R M,Winkler H.Behavior ofconcrete under multiaxial stress states[J].Journal ofthe Engineering Mechanics Division,ASCE,1980,106(6):1383-1403.
[11]Wang C Z,Guo Z H,Zhang X Q.Experimentalinvestigation of biaxial and triaxial compressive concretestrength[J].ACI Journal,1987,84(2):92-100.
[12]Vecchio F J,Collins MP.Stress-strain characteristic ofreinforced concrete in pure shear[R].Switzerland:International Association of Bridge and StructuralEngineering,1982:221-225.
[13]Vecchio F J,Collins M P.The modified compressionfield theory for reinforced concrete elements subjected toshear[J].ACI Journal,1986,83(2):219-231.
[14]Hsu T T C,Belarbi A,Pang X.A universal paneltester[J].Journal of Testing and Evaluations,ASTM,1995,23(1):41-49.
[15]Richards W C.Engineering materials science[M].Belmont:Wadsworth Publishing Company,1961.
[16]Hopkinson B.The effects of momentary stresses inmetals[J].Proceedings of Royal Society,1905,74:498-506.
[17]Hopkinson B.A method of measuring the pressureproduced in the detonation of high explosives or by theimpact of bullets[J].Proceedings of the Royal Societyof London,1914,612(89):411-413.
[18]Hopkinson J.Original papers edited by Hopkinson B[M].Cambridge:Cambridge University Press,1904:316-324.
[19]Kolsky H.An investigation of the mechanical propertiesof materials at very high rates of strain[J].Proceedingsof Royal Physics Society,1949,B62:676-700.
[20]Hirosawa M,Ozaki M,Wakabayashi M.Experimentalstudy on large models of reinforced concrete columns[C]//Proceedings of the 5th WCEE.Roma:International Association for Earthquake Engineering,1974,815-824.
[21]Xiao Y,Yun H W.Full-scale experimental studies onhigh-strength concrete columns[J].ACI Journal,2002,99(2):199-207.
[22]Nishiyama I.Seismic test facility for three dimensionalbeam-to-column sub-assemblages[R].Ibaraki:Building Research Institute,2000.
[23]朱伯龙.结构抗震实验[M].北京:地震出版社,1989.(Zhu Bolong.Seismic testing of structure.Beijing:Seismological Press,1989.(in Chinese))
[24]National institute of earth science and disasterprevention.3-D full scale earthquake testing facility[EB/OL].2003.10.01.http://www.bosai.go.jp/sougou/sanjigen/3De/index.htm.
[25]Hakuno M,Shidowara M,Hara T.Dynamic destructivetest of a cantilever beam controlled by an analogcomputer[J].Transactions of Japan Society of CivilEngineering,1969,171:1-9.
[26]Mahin S A,Shing P B.Pseudo-dynamic method forseismic testing[J].Journal of Structural Engineering,1985,111(7):1482-1503.
[27]Takanashi K.Japanese activities on on-line testing[J].Journal of Engineering Mechanics,1987,113(7):1014-1032.
[28]Mahin S A,Shing P B,Thewalt R C,et al.Pseudo-dynamic test method-current status and future directions[J].Journal of Structural Engineering,1989,115(8):2113-2128.
[29]Nakashima M,Kato H,Takaoka E.Development ofreal-time pseudo dynamic testing[J].EarthquakeEngineering and Structural Dynamics,1992,21:79-92.
[30]Kausal E.Newseismic testing method.I:Fundamentalconcepts[J].Journal of Engineering Mechanics,1998,124(5):565-570.
[31]Kausal E.New seismic testing method.II:Proof forMDOF systems[J].Journal of Engineering Mechanics,1998,124(5):571-575.
[32]American Society of Civil Engineers,Research Council.A comparative study of structural response to explosion-induced ground motions[R].NewYork:ASCE,1974.
[33]Negmatullaev S K,Todoravska M I,Trifunac M D.Simulation of strong earthquake motion by explosionsexperiments at the Lyaur testing range in Tajikistan[J].Soil Dynamics and Earthquake Engineering,1999,18(3):189-207.
[34]Nagata K,Watanabe E,Sugiura K,et al.Developmentof remote parallel pseudo-dynamic testing system byusing internet[C]//Proceeding of Fifth PacificStructural Steel Conference.Seoul:Korean Society ofSteel Construction,1998:589-594.
[35]Pauschke J,Anderson T L,Goldstein S N,et al.Construction status of the George E.Brown,Jr.network for earthquake engineering simulation[C]//Proceedings of the Seventh U.S.Boston:NationalConference on Earthquake Engineering,2002.
[36]Yang Y S,Wang S J,Wang KJ,et al.ISEE:Internet-based simulations for earthquake engineering.Part I:The database approach[C]//Proceedings of theInternational Workshop on Steel and ConcreteComposite Construction.Taipei:National Center forResearch on Earthquake Engineering,2003:301-310.
[37]Wang KJ,Wang S J,Yang Y S,et al.ISEE:Internet-based simulations for earthquake engineering.Part II:The application protocol approach[C]//Proceedingsof the International Workshop on Steel and ConcreteComposite Construction.Taipei:National Center forResearch on Earthquake Engineering,2003:311-320.
[38]茹继平,肖岩.地震工程模拟网系统NEES计划及在我国实现远程协同结构试验的设想[J].建筑结构学报,2002,23(6):91-94.(RU Jiping,XIAO Yan.Analysis of US NSF NEES program and criticalevaluation of remote collaborations of structural testingin China[J].Journal of Building Structures,2002,23(6):91-94.(in Chinese))
[39]Xiao Y,Hu Q,Guo Y R,et al.Development of anetwork platform for remote hybrid dynamic testing[C]//13th World Conference on EarthquakeEngineering.Vancouver:International Association forEarthquake Engineering,2004.
[40]肖岩,胡庆,郭玉荣,等.结构拟动力远程协同试验网络平台的开发研究[J].建筑结构学报,2005,26(3):122-129.(XIAO Yan,HU Qing,GUO Yurong,et al.A network platform for remote hybrid dynamictesting[J].Journal of Building Structures,2005,26(3):122-129.(in Chinese))
[41]Xiao Y,Hu Q,Guo Y R,et al.Network platform forremote structural testing and shared use of laboratories[J].Progress in Natural Science,2005,15(12):1135-1142.
[42]Foster I,Kesselman C.The Grid:Blueprint for a newcomputing infrastructure[M].San Francisco:MorganKaufmann Publishers,1999.
[43]Tomii M,Sakino K,Xiao Y,Watanabe K.Earthquakeresisting hysteretic behavior of reinforced concrete shortcolumns confined by steel tube[C]//Proceedings ofthe International Speciality Conference on ConcreteFilled Steel Tubular Structures.Harbin:HarbinInstitute of Technology,1985:119-125.