Time-domain identification of One Noninteger Order Plus Time Delay models from step response measurements

被引:27
|
作者
Alagoz, Baris Baykant [1 ]
Tepljakov, Aleksei [2 ]
Ates, Abdullah [1 ]
Petlenkov, Eduard [2 ]
Yeroglu, Celaleddin [1 ]
机构
[1] Inonu Univ, Dept Comp Engn, Malatya, Turkey
[2] Tallinn Univ Technol, Dept Comp Syst, Tallinn, Estonia
关键词
Model identification; fractional-order systems; Mittag-Leffler (ML) function; Grunwald-Letnikov (GL) definition; PSO; CONTROLLERS;
D O I
10.1142/S1793962319410113
中图分类号
TP301 [理论、方法];
学科分类号
081202 ;
摘要
Practical performances of controller design methods strongly depend on relevancy of identified models. Fractional order system models promise advantage of more accurate modeling of real systems. This study presents a discussion on utilization of two fundamental numerical solution methods of fractional calculus in identification problems of One Noninteger Order Plus Time Delay with one pole (NOPTD-I) models. The identification process is carried out by estimating parameters of a NOPTD-I type transfer function template so that the step response of the NOPTD-I model can sufficiently fit experimental step response data. In the study, step responses of NOPTD-I models are numerically calculated according to two fundamental methods, which are Mittag-Leffler (ML) function and Grunwald-Letnikov (GL) definition. Particle swarm optimization (PSO) algorithm is used to perform data fitting. Illustrative examples are presented to evaluate model parameter estimation performances of these two methods for synthetically generated noisy test data. An experimental study is conducted for modeling pitch rotor of TRMS to compare experimental performances.
引用
收藏
页数:22
相关论文
共 50 条
  • [31] Time-Domain Localized Structural Damage Identification with Incomplete Excitation Measurements
    He, J.
    Xu, B.
    STRUCTURAL HEALTH MONITORING 2011: CONDITION-BASED MAINTENANCE AND INTELLIGENT STRUCTURES, VOL 1, 2011, : 175 - 182
  • [32] Time-domain localized structural damage identification with incomplete excitation measurements
    College of Civil Engineering, Hunan University, Changsha, 410082, Hunan, China
    Struct. Health Monit.: Cond.-Based Maint. Intelligent Struct. - Proc. Int. Workshop Struct. Health Monit., (175-182):
  • [33] TIME-DOMAIN BANDWIDTH MEASUREMENTS OF STEP-INDEX PLASTIC OPTICAL FIBERS
    MEIER, J
    LIEBER, W
    HEINLEIN, W
    GROH, W
    HERBRECHTSMEIER, P
    THEIS, J
    ELECTRONICS LETTERS, 1987, 23 (22) : 1208 - 1209
  • [34] Split-Step Finite-Difference Time-Domain method with fourth order accuracy in time
    Heh, Ding Yu
    Tan, Eng Leong
    2008 ASIA-PACIFIC SYMPOSIUM ON ELECTROMAGNETIC COMPATIBILITY AND 19TH INTERNATIONAL ZURICH SYMPOSIUM ON ELECTROMAGNETIC COMPATIBILITY, VOLS 1 AND 2, 2008, : 68 - 71
  • [35] Gradient-based step response identification of low-order model for time delay systems
    Yan, Rui
    Chen, Fengwei
    Dong, Shijian
    Liu, Tao
    PROCEEDINGS OF THE 28TH CHINESE CONTROL AND DECISION CONFERENCE (2016 CCDC), 2016, : 5814 - 5819
  • [36] SPECTRAL IP PARAMETERS OBTAINED FROM TIME-DOMAIN MEASUREMENTS
    JOHNSON, I
    LAFLECHE, P
    WEBSTER, B
    GEOPHYSICS, 1982, 47 (04) : 437 - 437
  • [37] Design of constant-delay systems based on symmetry of time-domain response
    Molnar, G
    Vucic, M
    2004 IEEE INTERNATIONAL SYMPOSIUM ON CIRCUITS AND SYSTEMS, VOL 1, PROCEEDINGS, 2004, : 1024 - 1027
  • [38] Time-domain response of vertically loaded pile with soil models applied
    Zhang, Dewen
    Li, Xianheng
    Ouyang, Jinfu
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2000, 22 (02): : 162 - 169
  • [39] FORMING FAST FOURIER-TRANSFORM OF A STEP RESPONSE IN TIME-DOMAIN METROLOGY
    NICOLSON, AM
    ELECTRONICS LETTERS, 1973, 9 (14) : 317 - 318
  • [40] A Method for Time-domain Parameters Identification from EMI Spectrum
    Shang, Xiaofan
    Su, Donglin
    Zhu, Kaixiang
    Xu, Hui
    2016 ASIA-PACIFIC INTERNATIONAL SYMPOSIUM ON ELECTROMAGNETIC COMPATIBILITY (APEMC), 2016, : 529 - 532