引文
[1]肖岩,胡庆,郭玉荣,易伟建,朱平生.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,Yi Weijian,Zhu Pingsheng.A network platform for remote pseudo-dynamic testing[J].Journal Building of Structures,2005,26(3):122―129.(in Chinese)
[2]王进廷,金峰,张楚汉.结构抗震试验方法的发展[J].地震工程与工程振动,2005,25(4):37―43.Wang Jinting,Jin Feng,Zhang Chuhan.Advances in the dynamic testing method of structures[J].Journal of Earthquake Engineering and Engineering Vibration,2005,25(4):37―43.(in Chinese)
[3]程绍革,马路,赵鹏飞.基于凝聚技术的结构抗震混合试验原理[J].工程抗震与加固改造,2008,30(2):62―67.Cheng Shaoge,Ma Lu,Zhao Pengfei.Hybrid test method based on system reduction[J].Earthquake Resistant Engineering and Retrofitting,2008,30(2):62―67.(in Chinese)
[4]邱法维,钱稼茹,陈志鹏.结构抗震实验方法[M].北京:科学出版社,2000.Qiu Fawei,Qian Jiaru,Chen Zhipeng.Seismic test methodology for structures[M].Beijing:Science Press,2000.(in Chinese)
[5]Wu B,Bao H,Ou J,Tian S.Stability and accuracy analysis of central difference method for real-time substructure testing[J].Earthquake Engineering and Structural Dynamics,2005,34:705―718.
[6]Wu B,Xu G,Wang Q,Williams M.Operator-splitting method for real-time substructure testing[J].Earthquake Engineering and Structural Dynamics,2006,35:293―314.
[7]袁涌,熊世树,资道铭,庞军.隔震桥梁子结构拟动力实验中加载速率的影响因素研究[J].震灾防御技术,2008,3(1):37―44.Yuan Yong,Xiong Shishu,Zi Daoming,Pang Jun.The study on effect of loading ratio to the results ofsubstructure hybrid experiment system[J].Techonology for Earthquake Disaster Prevention,2008,3(1):37―44.(in Chinese)
[8]Tada M,Pan P.A modified operator splitting(OS)method for collaborative structural analysis(CSA)[J].International Journal for Numerical Methods in Engineering,2007,72:379―396.
[9]Bayer V,Dorka U,Füllekrug U,Gschwilm J.On real-time pseudodynamic substructure testing:algorithm,numerical and experimental results[J].Aerospace Science and Technology,2005,9:223―232.
[10]Shing P B,Wei Z,Jung R Y,Stauffer E.NEES fast hybrid test system at the university of Colorado[C].Proceedings of the13th World Conference on Earthquake Engineering.Vancouver,B.C.:Venue West Conference Services Ltd.,2004:1―6.
[11]Wu B,Wang Q,Benson S P,Ou J P.Equivalent force control method for generalized real-time substructure testing with implicit integration[J].Earthquake Engineering and Structural Dynamics,2007,36:1127―1149.
[12]Xie Y M,Steven G P.Instability,chaos,and growth and decay of energy of time-stepping schemes for non-linear dynamic equations[J].Communications in Numerical Methods in Engineering,1994,10:393―401.
[13]Simo J C,Tarnow N.The discrete energy-momentum methods:Conserving algorithms for nonlinear elastodynamics[J].Zeitschrift für Angewandte Mathematik und Physik(ZAMP),1992,43:757―793.
[14]Bui Q V.On the enforcing energy conservation of time-finite elements for systems[J].International Journal for Numerical Methods in Engineering,2006,68:967―992.
[15]李妍,吴斌,王倩颖,欧进萍.防屈曲钢支撑阻尼器的试验研究[J].土木工程学报,2006,39(7):9―14.Li Yan,Wu Bin,Wang Qianying,Ou Jinping.An experimental study of anti-buckling steel damping-braces[J].China Civil Engineering Journal,2006,39(7):9―14.(in Chinese)