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Citation:
 M. A. Lotfollahi Yaghin,A. Mojtahedi,M. M. Ettefagh and M. H. Aminfar.Experimental Investigation of TARMAX Model for Modeling of Hydrodynamic Forces on Cylinder-like Structures[J].Journal of Marine Science and Application,2011,(3):281-288.[doi:10.1007/s11804-011-1070-5]
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Experimental Investigation of TARMAX Model for Modeling of Hydrodynamic Forces on Cylinder-like Structures

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Title:
Experimental Investigation of TARMAX Model for Modeling of Hydrodynamic Forces on Cylinder-like Structures
Author(s):
M. A. Lotfollahi Yaghin A. Mojtahedi1M. M. Ettefagh and M. H. Aminfar
Affilations:
Author(s):
M. A. Lotfollahi Yaghin A. Mojtahedi1M. M. Ettefagh and M. H. Aminfar
1. Department of Civil Engineering, University of Tabriz, Tabriz 51666, Iran 2. Department of Mechanical Engineering, University of Tabriz, Tabriz 51666, Iran
Keywords:
cylindrical piles wave force system identification parametric models
分类号:
-
DOI:
10.1007/s11804-011-1070-5
Abstract:
A new approach that models lift and drag hydrodynamic force signals operating over cylindrical structures was developed and validated. This approach is based on stochastic auto regressive moving average with exogenous (ARMAX) input and its time-varying form, TARMAX. Model structure selection and parameter estimation were discussed while considering the validation stage. In this paper, the cylindrical structure was considered as a dynamic system with an incoming water wave and resulting forces as the input and outputs, respectively. The experimental data, used in this study, were collected from a full-scale rough vertical cylinder at the Delft Hydraulics Laboratory. The practicality of the proposed method and also its efficiency in structural modeling were demonstrated through applying two hydrodynamic force components. For this purpose, an ARMAX model is first used to capture the dynamics of the process, relating in-line forces provided by water waves; secondly, the TARMAX model was applied to modeling and analysis of the lift forces on the cylinder. The evaluation of the lift force by the TARMAX model shows the model is successful in modeling the force from the surface elevation.

References:

Akaike H (1977). On entropy maximization principle. Applications of Statistics, Amsterdam, North Holand, 27-41.
Billings SA, Tsang KM (1989). Spectral analysis for non-linear systems, Part I: Parametric non-linear spectral analysis. Mechanical Systems and Signal Processing, 3(4), 319-339.
Brossard J, Chagdali M (2001). Experimental investigation of the harmonic generation by waves over a submerged plate. Coastal Engineering, 42, 277-290.
Chakrabarti SK (1987). Hydrodynamics of offshore structures. Computational Mechanics Publications, New York.
Chen S, Billings SA (1989). Representation of nonlinear systems, the NARMA model. International Journal of Control, 49(3), 1013-1032.
Dawson TH (1983). Offshore structural engineering. Prentice Hall, Inc. Englewood, New Jersey.
Draper NR, Smith H (1998). Applied regression analysis, third ed. Wiley, New York.
Grenier Y (1983). Time-dependent ARMA modeling of non-stationary signals. IEEE Transactions on Acoustics Speech and Signal Processing, 31(4), 899-911.
Hasselman K, Barnett TP, Bouws E, Carlson H, Cartwright DE, Enke K, Ewing JA, Gienapp H, Hasselmann DE, Kruseman P, Meerburg A, Muller P, Olbers D, Richter K, Walden H (1973). Measurement of wind wave growth and swell decay during the Joint North Sea wave project (JONSWAP). Report, German Hydrographic Institute, Hamburg.
Lader P, Olsen A, Jensen A, Sveen J, Fredheim A, Enerhaug B (2007). Experimental investigation of the interaction between waves and net structures—damping mechanism. Aquacultural Engineering, 37(2), 100-114.
Lazarescu D, Lazarescu V, Ungureanu M (2003). Knock detection based on SOM. Seventh Seminar on Neural Network Applications in Electrical Engineering. Belgrade, Serbia and Montenegro, 117-120.
Ljung L (1987). System identification: theory for the users. Prentice-Hall Inc., Englwood Cliffs, New Jersey.
Machwood PR (1993). Wave and current flows around circular cylinders at large scale. Offshore technology report, Health and Safety Commission, Great Britain, Lip project 10D.
Najafian G (2007). Probability models for offshore structural response due to Morison wave loading. Ocean engineering, 34(17-18), 2277-2288.
Nikuradse J (1933). Stromungsgesetze in rauhen rohren. Forsch, Arb. Ing.-Wes., 361. (in Germany)
Ochi MK (1990). Apply probability and stochastic process in engineering and physics science. John Wily & Sons, Inc, New York.
Poulimenos AG, Fassois SD (2003), Estimation and identification of non-stationary signals using functional series TARMA models, in:Proceedings of the 13th IFAC Symposium on System Identification, Rotterdam, The Netherlands, 162-167.
Poulimenos AG, Fassois SD (2005). On the estimation of non-stationary functional series TARMA models. Proceedings of the 13th European Signal Processing Conference, Antalya, Turkey.
Poulimenos AG, Fassois SD (2006). Parametric time-domain methods for non-stationary random vibration modelling and analysis—a critical survey and comparison. Mechanical Systems and Signal Processing, 20, 763-816.
Ren Bing, Wang Yongxue (2005). Laboratory study of random wave slamming on a piled wharf with different shore connecting structure. Coastal Engineering, 52(5), 463-471.
Sorensen RM (1993). Basic coastal engineering. McGraw-Hill, New York.
Sumer BM, Fredsoe J (1998). Hydrodynamics around cylindrical structures. World Scientific, Singapore.
Thomas JH, Dubuisson B, Dillies-Peltier MA (1997). Engine knock detection from vibration signals using pattern recognition. Meccanica, 32, 431-439.
Venugopal V, Varyani K, Barltrop N (2006). Wave force coefficients for horizontally submerged rectangular cylinders. Ocean Engineering, 33, 1669-1704.
Yagci O, Kirca VCO, Kabdasli MS, Celik AO, Unal NE, Aydingakko A. (2009). Physical model studies on wave transmission of a submerged inclined plate breakwater. Ocean Engineering, 36, 1199-1207.
Yagci O, Kirca VCO, Kabdasli MS, Celik AO, Unal NE, Aydingakko A (2006). An experimental model application of wavescreen: dynamic pressure, water particle velocity, and wave measurements. Ocean Engineering, 33, 1299-1321.
Yousun Li, Kareem A (1993). Parametric modeling of stochastic wave effects on offshore platforms. Applied Ocean Research, 15(2), 63-83.
Zhang Guangfa, Ji Zhuoshang, Li Tieli, Lin Yan (2006). Calculation of wave and current loads on launching offshore jacket. Journal of Marine Science and Application, 5(4), 1-7.
Zhang He, Xu Yuru, Cai Haopeng (2010). Using CFD software to calculate hydrodynamic coefficients. Journal of Marine Science and Application, 9(2), 149-155.

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Last Update: 2011-09-13