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      An equivalent linearization method for nonlinear systems under nonstationary random excitations using orthogonal functions

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      https://www.riss.kr/link?id=A105257627

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      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      Many practical engineering problems are associated with nonlinear systems subjected to nonstationary random excitations. Equivalent linearization methods are commonly used to seek for approximate solutions to this kind of problems. Compared to various approaches developed in the frequency and mixed time-frequency domains, though directly solving the system equation of motion in the time domain would improve computation efficiency, only limited studies are available. Considering the fact that the orthogonal functions have been widely used to effectively improve the accuracy of the approximated responses and reduce the computational cost in various engineering applications, an orthogonal-function-based equivalent linearization method in the time domain has been proposed in the current paper for nonlinear systems subjected to nonstationary random excitations. In the numerical examples, the proposed approach is applied to a SDOF system with a set-up spring and a SDOF Duffing oscillator subjected to stationary and nonstationary excitations. In addition, its applicability to nonlinear MDOF systems is examined by a 3DOF Duffing system subjected to nonstationary excitation. Results show that the proposed method can accurately predict the nonlinear system response and the formulation of the proposed approach allows it to be capable of handling any general type of nonstationary random excitations, such as the seismic load.
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      Many practical engineering problems are associated with nonlinear systems subjected to nonstationary random excitations. Equivalent linearization methods are commonly used to seek for approximate solutions to this kind of problems. Compared to various...

      Many practical engineering problems are associated with nonlinear systems subjected to nonstationary random excitations. Equivalent linearization methods are commonly used to seek for approximate solutions to this kind of problems. Compared to various approaches developed in the frequency and mixed time-frequency domains, though directly solving the system equation of motion in the time domain would improve computation efficiency, only limited studies are available. Considering the fact that the orthogonal functions have been widely used to effectively improve the accuracy of the approximated responses and reduce the computational cost in various engineering applications, an orthogonal-function-based equivalent linearization method in the time domain has been proposed in the current paper for nonlinear systems subjected to nonstationary random excitations. In the numerical examples, the proposed approach is applied to a SDOF system with a set-up spring and a SDOF Duffing oscillator subjected to stationary and nonstationary excitations. In addition, its applicability to nonlinear MDOF systems is examined by a 3DOF Duffing system subjected to nonstationary excitation. Results show that the proposed method can accurately predict the nonlinear system response and the formulation of the proposed approach allows it to be capable of handling any general type of nonstationary random excitations, such as the seismic load.

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      참고문헌 (Reference)

      1 Zhang, R., "Work/energy-based stochastic equivalent linearization with optimized power" 230 (230): 468-475, 2000

      2 Chen, C.F., "Time-domain synthesis via walsh functions" 122 (122): 565-570, 1975

      3 Kovacic, I., "The Duffing Equation: Nonlinear Oscillators and their Behaviour" John Wiley & Sons 2011

      4 Garre, L., "Tail-equivalent linearization method in frequency domain and application to marine structures" 23 (23): 322-338, 2010

      5 Younespour, A., "Structural active vibration control using active mass damper by block pulse functions" 21 (21): 2787-2795, 2015

      6 Ma, C., "Stochastic seismic response analysis of base-isolated high-rise buildings" 14 : 2468-2474, 2011

      7 Atalik, T.S., "Stochastic linearization of multi-degree-of-freedom non-linear systems" 4 (4): 411-420, 1976

      8 Chaudhuri, A., "Sensitivity evaluation in seismic reliability analysis of structures" 193 (193): 59-68, 2004

      9 Liu, Q.M., "Sensitivity and hessian matrix analysis of evolutionary PSD functions for nonstationary random seismic responses" 138 (138): 716-720, 2012

      10 Xu, W.T., "Sensitivity analysis and optimization of vehiclebridge systems based on combined PEM-PIM strategy" 89 (89): 339-345, 2011

      1 Zhang, R., "Work/energy-based stochastic equivalent linearization with optimized power" 230 (230): 468-475, 2000

      2 Chen, C.F., "Time-domain synthesis via walsh functions" 122 (122): 565-570, 1975

      3 Kovacic, I., "The Duffing Equation: Nonlinear Oscillators and their Behaviour" John Wiley & Sons 2011

      4 Garre, L., "Tail-equivalent linearization method in frequency domain and application to marine structures" 23 (23): 322-338, 2010

      5 Younespour, A., "Structural active vibration control using active mass damper by block pulse functions" 21 (21): 2787-2795, 2015

      6 Ma, C., "Stochastic seismic response analysis of base-isolated high-rise buildings" 14 : 2468-2474, 2011

      7 Atalik, T.S., "Stochastic linearization of multi-degree-of-freedom non-linear systems" 4 (4): 411-420, 1976

      8 Chaudhuri, A., "Sensitivity evaluation in seismic reliability analysis of structures" 193 (193): 59-68, 2004

      9 Liu, Q.M., "Sensitivity and hessian matrix analysis of evolutionary PSD functions for nonstationary random seismic responses" 138 (138): 716-720, 2012

      10 Xu, W.T., "Sensitivity analysis and optimization of vehiclebridge systems based on combined PEM-PIM strategy" 89 (89): 339-345, 2011

      11 Amir Younespour, "Semi-active control of seismically excited structures with variable orifice damper using block pulse functions" 국제구조공학회 18 (18): 1111-1123, 2016

      12 Caughey, T.K., "Response of van der pol's oscillator to random excitations" 26 (26): 345-348, 1956

      13 Bogdanoff, J.L., "Response of a simple structure to a random earthquake-type disturbance" 51 (51): 293-310, 1961

      14 Crandall, S.H., "Random vibration of a nonlinear system with a set-up spring" 29 (29): 477-482, 1962

      15 Cheng Su, "Random vibration analysis of structures by a time-domain explicit formulation method" 국제구조공학회 52 (52): 239-260, 2014

      16 Lutes, L.D., "Random Vibrations Analysis of Structural and Mechanical Systems" Elsevier Inc 2004

      17 Socha, L., "Probability density equivalent linearization technique for nonlinear oscillator with stochastic excitations" 78 (78): 1087-1088, 1998

      18 Crandall, S.H., "Perturbation techniques for random vibration of nonlinear systems" 35 (35): 1700-1705, 1963

      19 Datta, K.B., "Orthogonal Functions in Systems and Control" World Scientific Publishing Co. Pte. Ltd 1995

      20 Pacheco, R.P., "On the identification of non-linear mechanical systems using orthogonal functions" 39 (39): 1147-1159, 2004

      21 Zhu, W.Q., "Nonlinear stochastic dynamics and control in Hamiltonian formulation" 59 (59): 230-248, 2006

      22 Crandall, S.H., "Non-gaussian closure for random vibration of non-linear oscillators" 15 (15): 303-313, 1980

      23 Apetaur, M., "Linearization of non-linear stochastically excited dynamic systems" 86 (86): 563-585, 1983

      24 Su, C., "Fast equivalent linearization method for nonlinear structures under nonstationary random excitations" 142 (142): 2016

      25 Proppe, C., "Equivalent linearization and Monte Carlo simulation in stochastic dynamics" 18 (18): 1-15, 2003

      26 Jiang, Z., "Block Pulse Functions and Their Applications in Control Systems" Springer Berlin Heidelberg 1992

      27 Iwan, W.D., "Application of statistical linearization techniques to nonlinear multidegree-of-freedom systems" 39 (39): 545-550, 1972

      28 Orabi, I.I., "An iterative method for nonstationary response analysis of non-linear random systems" 119 (119): 145-157, 1987

      29 Hu, Z., "An explicit timedomain approach for sensitivity analysis of non-stationary random vibration problems" 382 : 122-139, 2016

      30 Doughty, T.A., "A Comparison of three techniques using steady data to identify non-linear modal behavior of an externally excited cantilever beam" 249 (249): 785-813, 2002

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      2022 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
      2020-12-01 평가 등재후보로 하락 (해외등재 학술지 평가) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
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