Fluctuating wind induced response of double hinged articulated loading platform

Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE

Volumn 1, Issue , 2008, Pages 723-731

  Zaheer, Mohd Moonis ^a   Islam, Nazrul ^a  

^a JAMIA MILLIA ISLAMIA CENTRAL UNIVERSITY   (India)

Author keywords

[No Author keywords available]

Indexed keywords

ADDED MASS; ARTICULATED LOADING PLATFORM; COMPARATIVE STUDIES; DRAG FORCES; DYNAMIC BEHAVIOURS; DYNAMIC EFFECTS; ENVIRONMENTAL LOADS; EQUATION OF MOTION; FLUCTUATING COMPONENTS; FLUCTUATING WIND; GEOMETRIC NON-LINEARITY; INTEGRATION SCHEME; LAGRANGIAN APPROACHES; LARGE DISPLACEMENTS; MONTE CARLO SIMULATION TECHNIQUE; NON-LINEAR DRAG FORCES; NON-LINEARITY; NONLINEAR DYNAMIC EQUATIONS; PIERSON-MOSKOWITZ SPECTRUM; POWER SPECTRAL DENSITY FUNCTION; RANDOM WAVES; RESPONSE TIME; RESTORING FORCES; SEA STATE; STATISTICAL PROCESS; TIME DOMAIN; TIME HISTORY; TURBULENT WIND; WAVE LOADINGS; WIND FORCES; WIND GENERATED WAVES; WIND INDUCED DYNAMIC RESPONSE; WIND SPECTRUM; WIND VELOCITIES;

ARCTIC ENGINEERING; BUOYANCY; COMPUTER SIMULATION; CONTROL NONLINEARITIES; DRAG; DYNAMIC RESPONSE; DYNAMICS; EQUATIONS OF MOTION; LAGRANGE MULTIPLIERS; LOADING; MONTE CARLO METHODS; NONLINEAR EQUATIONS; OCEAN CURRENTS; POWER SPECTRAL DENSITY; TIME DOMAIN ANALYSIS; TOWERS;

STRUCTURAL DESIGN;

EID: 77957989935     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/OMAE2008-57723     Document Type: Conference Paper

References (13)

1. Datta, T.K., Jain, A.K., 1990, "Response of articulated tower platforms to random wind and wave forces", Journal of Computers and Structures 34, pp. 137-144.
2. Bar-Avi, P. and Benaroya, H. (1997), "Stochastic response of a two DOF articulated tower", International Journal of Non- Linear Mechanics, Vol. 32, No. 4, pp. 639-655.
3. Kuchnicki, S.N., Benaroya, H., 2002, "A Parametric Study of a flexible ocean tower", Chaos, Solitons and Fractals 14, pp. 183-201.
4. Clauss, G.F. and Lee, J.Y. (2003), "Dynamic behavior of compliant towers in deep sea", Proceeding of International Conference on Offshore Mechanics and Arctic Engineering (OMAE), June 8-13, Cancun, Mexico, pp. 1-11.
5. Islam, N. and Ahmad, S. (2003), "Random wave response of double pendulum articulated offshore tower", Proceedings of the 22nd International Conference on Offshore Mechanics and Arctic Engineering, Cancun, Mexico, Vol.1, pp. 489-498.
6. Shashikala, A.P., 2004, "Route to chaos of an articulated offshore loading platform", Proceedings of 23rd International Conference on Offshore Mechanics and Arctic Engineering, Paper No. 51134, Canada.
7. Ahmad, S. and Islam, N., 2001, "Wind induced response of articulated tower", Proceedings of the International Conference in Ocean Engineering, IIT Madras, India, pp. 21-27.
8. Simiu, E., Leigh, S. D., 1984. Turbulent wind and TLP surge. Journal of Structural Engineering 110(4), 785-802.
9. Kareem, A., 1998, "Wind effects on offshore structures", ISBN 9054109599, pp.173 - 200.
10. Davenport, A.G., 1967, "Gust loading factors", Journal of the Structural division, Proceedings of ASCE, Vol. 33, pp.11-34.
11. Ahmad S., (1995). "Stochastic TLP response under long crested random sea". Journal of Computers & Structures, 61(6), pp. 975-993.
12. McNamara, J.F. and Lane, M. (1984), "Practical modeling for articulated risers and loading columns", Jr. of Energy Resources Technology, Transactions of the ASME, Vol. 106, 444-450. (Pubitemid 15515545)
13. API-RP-2A - Recommended practice for planning, designing and construction of fixed offshore platforms- Working stress/Load and resistance factor design (WSD/LRFD), 1 Edition, July, 1993.