期刊文献+

确定性周期与随机激励联合作用下非线性系统非平稳响应的统计线性化方法 被引量:4

Non-stationary response of non-linear systems subjected to combined periodic and non-stationary stochastic excitation via the statistical linearization method
下载PDF
导出
摘要 提出一种用于求解确定性周期与非平稳随机激励联合作用下,单自由度非线性系统非平稳响应的统计线性化方法。将系统响应分解为确定性周期和零均值随机分量之和,则原非线性运动方程可等效地化为一组耦合的、分别以确定性和随机动力响应为未知量的非线性微分方程。利用统计线性化方法将非平稳随机激励作用下的非线性随机动力方程化为等效线性方程,得到关于线性随机响应二阶矩的李雅普诺夫方程。联立李雅普诺夫方程与谐波激励作用下的确定性微分方程,并利用数值算法对其进行求解。以蒙特卡洛模拟验证了此方法的适用性和精度。 A non-stationary statistical linearization method is proposed for determining the stochastic response of non-linear singledegree-of-freedom systems,subjected to the combined periodic and non-stationary stochastic excitation.Specifically,assuming the system response as a sum of a periodic and of a zero-mean stochastic component,leads two equivalent coupled differential equations,governing the deterministic and the stochastic component,respectively.The derived stochastic sub-equation under non-stationary zero-mean stochastic excitation is cast into an equivalent linear equation,by resorting to the non-stationary statistical linearization method.The related Lyapunov equation governing the second moment of the linear stochastic response,and the deterministic sub-equation governing the periodic response,are solved simultaneously using standard numerical algorithms.Pertinent Monte Carlo simulation demonstrates the applicability and accuracy of the proposed semi-analytical method.
作者 孔凡 韩仁杰 张远进 KONG Fan;HAN Ren-jie;ZHANG Yuan-jin(School of Civil Engineering&Architecture,Wuhan University of Technology,Wuhan 430070,China;College of Civil Engineering,Hefei University of Technology,Hefei 230009,China;School of Safety Science&Emergency Management,Wuhan University of Technology,Wuhan 430070,China)
出处 《振动工程学报》 EI CSCD 北大核心 2022年第3期625-634,共10页 Journal of Vibration Engineering
基金 国家自然科学基金面上项目(52078399)。
关键词 非平稳响应 非线性系统 统计线性化 联合激励 龙格-库塔法 蒙特卡洛模拟 non-stationary response non-linear systems statistical linearization combined excitation Runge-Kutta method Monte Carlo simulation
  • 相关文献

参考文献5

二级参考文献82

  • 1曹晖,赖明,白绍良.地震地面运动局部谱密度的小波变换估计[J].工程力学,2004,21(5):109-115. 被引量:16
  • 2Kameda H.Evolutionary spectra of seismogram by multifilter[J].J.EM,ASCE,1975,101:787~801.
  • 3Lin Y K,Yong Y..Evolutionary kanai-tajimi earthquake models[J].J.EM,ASCE,1987,113:1119~1137.
  • 4Yeh C-H,Wen Y K.Modeling of nonstationary ground motion and analysis of inelastic structural response[J].Structural Safety,1990,8:281~298.
  • 5Conte J P,Peng B F.Fully nonstationary analytical earthquake ground-motion model[J].J.EM,ASCE,1997,123(1):15~24.
  • 6Basu B,Gupta V K.Non-stationary seismic response of MDOF systems by wavelet transform[J].EESD,1997,26:1243~1258.
  • 7Conte J P.Effects of earthquake frequency nonstationary on inelastic structural response[J].Proc.of the 10th WCEE,Madrid,Spain,1992,7:3645~3651.
  • 8Wang J J.Simulation of non-stationary frequoncy content and its importance to seismic assessment of structures[J].EESD,2002,31:993~1005.
  • 9Cao Hui,Yang Hong,Michael I Friswell,Bai Shaoliang.The analysis of earthquake waves based on nonlinear responses of RC structures[C].Proc.of 7th Biennial ASME Conference on Engineering Systems Design and Analysis,2004,Manchester,No.58253.
  • 10Trifunac M D. Response envelope spectrum and inter- pretation of strong earthquake ground motion [J]. Bulletin of the Seismological Society of America, 1971, 61(2): 343-356.

共引文献57

同被引文献19

引证文献4

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部