引文
[1]Yao J T P.Concept of structural control[J].Journal of Structural Division,1972,98(7):1 567—1 574.
[2]Housner G,Bergman L,Caughey T,et al.Structural control:past,present,and future[J].Journal of Engineering Mechanics,1997,123(9):897—971.
[3]阎维明,周福霖,谭平.土木工程结构振动控制的研究进展[J].世界地震工程,1997,13(2):8—20.Yan Weiming,Zhou Fulin,Tan Ping.Development of vibration control for civil engineering structures[J].World Information on Earthquake Engineering,1997,13(2):8—20.
[4]Symans M,Charney F,Whittaker A,et al.Energy dissipation systems for seismic applications:current practice and recent developments[J].Journal of Structural Engineering,2008,134(1):3—21.
[5]Soong T T,Dargush G F.Passive Energy Dissipation Systems in Structural Engineering[M].Chichester and New York:Wiley,1997.
[6]Lee D,Taylor D P.Viscous damper development and future trends[J].The Structural Design of Tall Buildings,2001,10(5):311—320.
[7]Constantinou M C,Symans M D.Experimental study of seismic response of buildings with supplemental fluid dampers[J].The Structural Design of Tall Buildings,1993,2(2):93—192.
[8]Pradlwarter H J,Schuller G I,Dorka U.Reliability of MDOF-systems with hysteretic devices[J].Engineering Structures,1998,20(8):685—691.
[9]Guo A X,Xu Y L,Wu B.Seismic reliability analysis of hysteretic structure with viscoelastic dampers[J].Engineering Structures,2002,24(3):373—383.
[10]Güneyisi E M,Altay G.Seismic fragility assessment of effectiveness of viscous dampers in R/C buildings under scenario earthquakes[J].Structural Safety,2008,30(5):461—480.
[11]Paola M,Mendola L,Navarra G.Stochastic seismic analysis of structures with nonlinear viscous dampers[J].Journal of Structural Engineering,2007,133(10):1 475—1 478.
[12]Di Paola M,Navarra G.Stochastic seismic analysis of MDOF structures with nonlinear viscous dampers[J].Structural Control and Health Monitoring,2009,16(3):303—318.
[13]孙广俊,李爱群.安装黏滞阻尼消能支撑结构随机地震反应分析[J].振动与冲击,2009,28(10):117—121.Sun Guangjun,Li Aiqun.Random earthquake response analysis for an energy dissipation structure adding viscous dampers[J].Journal of Vibration and Shock,2009,28(10):117—121.
[14]孙广俊,李爱群.黏滞阻尼减震结构抗震可靠度简化分析[J].防灾减灾工程学报,2010,30(z1):50—57.Sun Guangjun,Li Aiqun.Simplified analysis of seismic reliability for an energy dissipation structure adding viscous dampers[J].Journal of Disaster Prevention and Mitigation Engineering,2010,30(z1):50—57.
[15]孙广俊,李爱群,李鸿晶.基础隔震结构抗震可靠度简化分析方法[J].防灾减灾工程学报,2011,31(5):542—547.Sun Guangjun,Li Aiqun,Li Hongjing.A simplified analysis method for evaluating seismic reliability of base isolated structures[J].Journal of Disaster Prevention and Mitigation Engineering,2011,31(5):542—547.
[16]徐赵东.黏弹性减震控制结构随机状态反应分析[J].振动与冲击,2008,27(1):37—39.Xu Zhaodong.Random state response analysis for a viscoelastic earthquake-mitigating structure[J].Journal of Vibration and Shock,2008,27(1):37—39.
[17]李创第,夏立志,葛新广,等.Maxwell黏滞阻尼器耗能结构的随机地震响应[J].桂林理工大学学报,2011,31(1):61—67.Li Chuangdi,Xia Lizhi,Ge Xinguang,et al.Structures response in random earthquake for Maxwell viscous dampers[J].Journal of Guilin University of Technology,2011,31(1):61—67.
[18]孙香红,王社良,樊燕军.基于体系可靠度的黏滞阻尼布置优化分析[J].武汉理工大学学报,2010,32(9):80—84.Sun Xianghong,Wang Sheliang,Fan Yanjun.System reliability based topological optimal analysis for viscous dampers[J].Journal of Wuhan University of Technology,2010,32(9):80—84.
[19]Li Jie,Chen Jianbing.Stochastic Dynamics of Structures[M].Singapore:John Wiley&Sons,2009.
[20]Spanos P D,Kougioumtzoglou I A.Harmonic wavelets based statistical linearization for response evolutionary power spectrum determination[J].Probabilistic Engineering Mechanics,2012,27(1):57—68.
[21]孔凡.结构随机动力响应分析及可靠度研究-小波分析与矩演化方法[D].上海:同济大学,2013.Kong Fan.Research on the stochastic response and reliability analysis of structures via wavelets and moment evolution method[D].Shanghai,Tongji University,2013.
[22]Kong Fan,Spanos P D,Li Jie,et al.Response evolutionary power spectrum determination of chain-like MDOF nonlinear structural Systems via harmonic wavelets[J].International Journal of Non-Linear Mechanics,http://dx.doi.org/10.1016/j.ijnonlinmec.2014.06.002.
[23]Newland D E.Harmonic wavelet analysis[A].Proceedings of the Royal Society of London.Series A:Mathematical and Physical Sciences,1993:203—225.
[24]Nason G P,von Sachs R,Kroisandt G.Wavelet processes and adaptive estimation of the evolutionary wavelet spectrum[J].Journal of the Royal Statistical Society Series B-Statistical Methodology,2000,62(2):271—295.
[25]丁建华,欧进萍.油缸孔隙式黏滞阻尼器理论与性能试验[J].世界地震工程,2001,17(1):30—35.Ding Jianhua,Ou Jinping.Theoretical study and performance experiment for cylinder-with-holes viscous damper[J].World Information on Earthquake Engineering,2001,17(1):30—35.
[26]周云.黏滞阻尼减震结构设计[M].武汉:武汉理工大学出版社,2006.Zhou Yun.Design of Energy Dissipation Structure Adding Viscous Dampers[M].Wuhan:Press of Wuhan University of Technology,2006.
[27]Liang J W,Chaudhuri S R,Shinozuka M.Simulation of nonostationary stochastic process by spectral representation[J].Journal of Engineering Mechanics,2007,133(6):616—627.
[28]孔凡,李杰.非平稳随机过程功率谱密度估计的小波方法[J].振动工程学报,2013,26(3):418—428.Kong Fan,Li Jie.Power spectrum estimation of nonstationary processes via wavelet[J].Journal of Vibration Engineering,2013,26(3):418—428.
[29]Vanmarcke E H.On the distribution of the first-passage time for normal stationary random processes[A].American Society of Mechanical Engineers,Applied Mechanics Western Conference[C].University of Hawaii,Honolulu,Hawaii.1975:1975.
[30]Corotis R B,Vanmarcke E H,Cornell A C.First passage of nonstationary random processes[J].Journal of the Engineering Mechanics Division,1972,98(2):401—414.