Author/Authors :
Mohammadyzadeh, Samira School of Engineering - University of Northern British Columbia, Prince George, Canada , Mojtahedi, Alireza Department of Water Resources Engineering - University of Tabriz, Iran , Katebi, Javad Department of Structural Engineering - University of Tabriz, Iran , Hokmabady, Hamid Department of Water Resources Engineering - University of Tabriz, Iran , Hosseinlou, Farhad Faculty of civil engineering and architecture - Shahid Chamran University of Ahvaz, Iran
Abstract :
In this study, a semi-active control system is assessed over a numerically
updated model to achieve the most promising numerical results and to keep the
performance of the numerical model as close to the prototype behavior as
possible. Numerical model updating is performed based on the experimentally
captured non-contact sensing data considering uncertainties. The elastic
modulus of the jacket elements is specified as the calibration parameter. A
mathematical function -optimized using Particle Swarm Optimization (PSO)
algorithm- is also employed to reduce the structural uncertainties of the
numerical model. Eight MR dampers both in X and Y directions are located in
a platform numerical model. Modified Newmark-Beta method besides
optimized parameters of instantaneous optimal control algorithm are utilized to
predict the response of the system. The performance of the updated model is
evaluated under environmental loads. The results indicate the importance of
model uncertainty reduction in improving the accuracy of simulation results in
a complex system. Based on the results using a non-contact sensing technology
such as Laser Doppler Vibrometer (LDV) system is strongly recommended in
practical cases due to great sensitivity capabilities and also no direct contact
requirements.
Keywords :
Numerical Model Updating , Laser Doppler Vibrometer , Offshore Structure , Semi-active Control , MR damper