Page 64 - 《振动工程学报》2025年第9期
P. 64

1994                               振     动     工     程     学     报                     第 38 卷

              [2]  KANAI K. Semi-empirical formula for the seismic characteris-  [19]  李杰. 工程结构可靠性分析原理  [M]. 北京:科学出版社,2021.
                  tics  of  the  ground[J].  Bulletin  of  the  Earthquake  Research  LI  Jie.  Fundamental  of  Structural  Reliability  Analysis[M].
                  Institute,University of Tokyo,1957,35(2):309-325.  Beijing:Science Press,2021.
              [3]  YEH  C  H,  WEN  Y  K.  Modeling  of  nonstationary  ground  [20]  刘章军,陈建兵,彭勇波. 结构动力学  [M]. 北京:中国建
                  motion and analysis of inelastic structural response[J]. Struc-  筑工业出版社,2022.
                  tural Safety,1990,8(1-4):281-298.                 LIU Zhangjun,CHEN Jianbing,PENG Yongbo. Structural
              [4]  BECK  J  L,  PAPADIMITRIOU  C.  Moving  resonance  in  Dynamics[M].  Beijing: China  Architecture  &  Building
                  nonlinear  response  to  fully  nonstationary  stochastic  ground  Press,2022.
                  motion[J]. Probabilistic Engineering Mechanics,1993,8(3-  [21]  DER KIUREGHIAN A. A coherency model for spatially vary-
                  4):157-167.                                       ing  ground  motions[J].  Earthquake  Engineering  &  Structural
              [5]  REZAEIAN  S,  DER  KIUREGHIAN  A.  A  stochastic  ground  Dynamics,1996,25(1):99-111.
                  motion model with separable temporal and spectral nonstation-  [22]  ZERVA  A.  Effect  of  spatial  variability  and  propagation  of
                  arities[J].  Earthquake  Engineering  &  Structural  Dynamics,  seismic ground motions on the response of multiply supported
                  2008,37(13):1565-1584.                            structures[J].  Probabilistic  Engineering  Mechanics, 1991,
              [6]  REZAEIAN  S,  DER  KIUREGHIAN  A.  Simulation  of  6(3-4):212-221.
                  synthetic ground motions for specified earthquake & site char-  [23]  ZERVA A,ZERVAS V. Spatial variation of seismic ground
                  acteristics[J].  Earthquake  Engineering  &  Structural  Dynam-  motions: an  overview[J].  Applied  Mechanics  Reviews,
                  ics,2010,39(10):1155-1180.                        2002,55(3):271-297.
              [7]  HANNAN  E  J.  Multiple  Time  Series[M].  John  Wiley  and  [24]  刘章军,刘子心,阮鑫鑫,等. 地震动随机场的  POD  降维
                  Sons,2009.                                        表达  [J]. 中国科学:技术科学,2019,49(5):589-601.
              [8]  JURKEVICS A,ULRYCH T J. Representing and simulating  LIU Zhangjun,LIU Zixin,Ruan Xinxin,et al. POD-based
                  strong  ground  motion[J].  Bulletin  of  the  Seismological  Soci-  dimension  reduction  representation  of  stochastic  ground
                  ety of America,1978,68(3):781-801.                motion  fields[J].  Scientia  Sinica  ( Technologica) , 2019,
              [9]  SHINOZUKA  M,  JAN  C  M.  Digital  simulation  of  random  49(5):589-601.
                  processes and its applications[J]. Journal of Sound and Vibra-  [25]  刘章军,刘增辉,刘威. 全非平稳地震动过程的概率模型
                  tion,1972,25(1):111-128.                          及反应谱拟合     [J]. 振动与冲击,2017,36(2):32-38.
              [10]  YANG J N. Simulation of random envelope processes[J]. Jour-  LIU Zhangjun,LIU Zenghui,LIU Wei.Probability model of
                  nal of Sound and Vibration,1972,21(1):73-85.      fully  non-stationary  ground  motion  with  the  target  response
              [11]  SHINOZUKA  M, DEODATIS  G.  Simulation  of  stochastic  spectrum  compatible[J].  Journal  of  Vibration  and  Shock,
                  processes  by  spectral  representation[J].  Applied  Mechanics  2017,36(2):32-38.
                  Reviews,1991,44(4):191-204.                   [26]  刘章军,刘子心. 基于规范反应谱的全非平稳地震动过程
              [12]  LIANG J W, CHAUDHURI S R, SHINOZUKA M. Simula-  模拟  [J]. 振动工程学报,2017,30(3):457-465.
                  tion of nonstationary stochastic processes by spectral represen-  LIU Zhangjun,LIU Zixin. Simulation of fully non-stationary
                  tation[J].  Journal  of  Engineering  Mechanics, 2007,  ground motion based on seismic design response spectrum[J].
                  133(6):616-627.                                   Journal of Vibration Engineering,2017,30(3):457-465.
              [13]  WU Y X, GAO Y F, ZHANG N,et al. Simulation of spatially  [27]  SEYA H,TALBOTT M E,HWANG H H M. Probabilistic
                  varying  non-Gaussian  and  nonstationary  seismic  ground  seismic  analysis  of  a  steel  frame  structure[J].  Probabilistic
                  motions  by  the  spectral  representation  method[J].  Journal  of  Engineering Mechanics,1993,8(2):127-136.
                  Engineering Mechanics,2018,144:04017143.      [28]  LI J,CHEN J B. The principle of preservation of probability
              [14]  DI  PAOLA  M,  PISANO  A  A.  Multivariate  stochastic  wave  and  the  generalized  density  evolution  equation[J].  Structural
                  generation[J]. Applied Ocean Research,1996,18(6):361-  Safety,2008,30(1):65-77.
                  365.                                          [29]  中华人民共和国住房和城乡建设部,国家市场监督管理总
              [15]  DI  PAOLA  M.  Digital  simulation  of  wind  field  velocity[J].  局. 建筑抗震设计规范: GB 50011—2016[S]. 北京: 中国建
                  Journal  of  Wind  Engineering  and  Industrial  Aerodynamics,  筑工业出版社, 2016.
                  1998,74:91-109.                                   MOHURD, SAMR.  Code  for  seismic  design  of  buildings:
              [16]  DI PAOLA M, ZINGALES M. Digital simulation of multivari-  GB 50011—2016[S]. Beijing: China Architecture & Building
                  ate earthquake ground motions[J]. Earthquake Engineering &  Press, 2016.
                  Structural Dynamics,2000,29(7):1011-1027.     [30]  HARICHANDRAN  R  S, VANMARCKE  E  H.  Stochastic
              [17]  LI  J, CHEN  J  B.  Stochastic  Dynamics  of  Structures[M].  variation  of  earthquake  ground  motion  in  space  and  time[J].
                  Singapore:John Wiley & Sons,2009.                 Journal of Engineering Mechanics,1986,112(2):154-174.
              [18]  李杰,陈建兵. 随机结构动力可靠度分析的概率密度演化
                  方法  [J]. 振动工程学报,2004,17(2):5-9.
                                                                第一作者:姜云木(1997—),男,博士研究生。
                  LI  Jie, CHENG  Jianbing.  Probability  density  evolution
                                                                        E-mail:jiangyunmu@mail.dlut.edu.cn
                  method  for  dynamic  reliability  analysis  of  stochastic  struc-
                  tures[J].  Journal  of  Vibration  Engineering, 2004, 17( 2) :  通信作者:刘章军(1973—),男,博士,教授。
                  5-9.                                                  E-mail:liuzhangjun73@aliyun.com
   59   60   61   62   63   64   65   66   67   68   69