TY - JOUR
T1 - Nonlinear Signal-Based Control for a Shake Table Supporting a Heavy Multi-Storey Nonlinear Structure
AU - Enokida, Ryuta
AU - Ikago, Kohju
AU - Kajiwara, Koichi
N1 - Publisher Copyright:
© 2025 The Author(s). Earthquake Engineering & Structural Dynamics published by John Wiley & Sons Ltd.
PY - 2025/4/10
Y1 - 2025/4/10
N2 - Shake table control is greatly affected by an interaction with a heavy specimen, especially when it has severe nonlinear characteristics. Hence, to this fundamental and challenging issue in the experimentation, this study proposes a solution using nonlinear signal-based control (NSBC) and demonstrates its effectiveness in actual experiments. Moreover, an innovative controller design is presented in this paper: the bare condition referenced (BCR) approach relies on the bare table dynamics and the specimen's weight. It frees the design from the properties of the controlled system, in contrast to the orthodox approach, which uses the dynamics of a table supporting a specimen. Following numerical examinations including a stability analysis, experiments were carried out on NSBC with these approaches, with a table having a three-storey structure that was 2.5 times heavier than the table and had nonlinear characteristics. An inversion-based controller, using a feedforward controller only, did not perform well, even at small excitations, owing to the modelling gap and nonlinearity. NSBC, with the orthodox approach, accurately realised the expected acceleration on the table, despite the considerable interaction with the specimen and the nonlinearity of its collapse level. NSBC, with the BCR approach, performed as well or better than the orthodox approach, despite the obvious modelling gap and nonlinearity. NSBC with both approaches can solve the challenging control problem and has considerable potential for deployment in large experiments. Furthermore, the BCR approach is more advantageous than the orthodox approach, as it eliminates the need to identify the dynamics of the table supporting the specimen.
AB - Shake table control is greatly affected by an interaction with a heavy specimen, especially when it has severe nonlinear characteristics. Hence, to this fundamental and challenging issue in the experimentation, this study proposes a solution using nonlinear signal-based control (NSBC) and demonstrates its effectiveness in actual experiments. Moreover, an innovative controller design is presented in this paper: the bare condition referenced (BCR) approach relies on the bare table dynamics and the specimen's weight. It frees the design from the properties of the controlled system, in contrast to the orthodox approach, which uses the dynamics of a table supporting a specimen. Following numerical examinations including a stability analysis, experiments were carried out on NSBC with these approaches, with a table having a three-storey structure that was 2.5 times heavier than the table and had nonlinear characteristics. An inversion-based controller, using a feedforward controller only, did not perform well, even at small excitations, owing to the modelling gap and nonlinearity. NSBC, with the orthodox approach, accurately realised the expected acceleration on the table, despite the considerable interaction with the specimen and the nonlinearity of its collapse level. NSBC, with the BCR approach, performed as well or better than the orthodox approach, despite the obvious modelling gap and nonlinearity. NSBC with both approaches can solve the challenging control problem and has considerable potential for deployment in large experiments. Furthermore, the BCR approach is more advantageous than the orthodox approach, as it eliminates the need to identify the dynamics of the table supporting the specimen.
KW - acceleration control
KW - composite filter
KW - inversion-based control
KW - nonlinear signal-based control
KW - shake table experiment
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U2 - 10.1002/eqe.4308
DO - 10.1002/eqe.4308
M3 - Article
AN - SCOPUS:85214843809
SN - 0098-8847
VL - 54
SP - 1251
EP - 1269
JO - Earthquake Engineering and Structural Dynamics
JF - Earthquake Engineering and Structural Dynamics
IS - 4
ER -