DESIGN AND ANALYSIS OF FIXED OFFSHORE STRUCTURE – AN OVERVIEW

Authors

  • Nurul ‘Azizah Mukhlas UTM Razak School of Engineering and Advanced Technology, Universiti Teknologi Malaysia, Jalan Sultan Yahya Petra, 54100 Kuala Lumpur, Malaysia
  • Nurfatin Abdullah Shuhaimy UTM Razak School of Engineering and Advanced Technology, Universiti Teknologi Malaysia, Jalan Sultan Yahya Petra, 54100 Kuala Lumpur, Malaysia
  • Muhammad Bukhari Johari UTM Razak School of Engineering and Advanced Technology, Universiti Teknologi Malaysia, Jalan Sultan Yahya Petra, 54100 Kuala Lumpur, Malaysia
  • Ezanizam Mat Soom Sarawak Shell Berhad, 98100 Miri, Sarawak, Malaysia
  • Mohd Khairi Abu Husain UTM Razak School of Engineering and Advanced Technology, Universiti Teknologi Malaysia, Jalan Sultan Yahya Petra, 54100 Kuala Lumpur, Malaysia
  • Noor Irza Mohd Zaki UTM Razak School of Engineering and Advanced Technology, Universiti Teknologi Malaysia, Jalan Sultan Yahya Petra, 54100 Kuala Lumpur, Malaysia

DOI:

https://doi.org/10.11113/mjce.v28.15989

Keywords:

Cibaliung, Epithermal, Fluid inclusion, Rorah Kadal, Western Java, Probability of Failure, Morison’s equation, offshore structure, probabilistic analysis, wave kinematics

Abstract

Construction of offshore structures is more complex than onshore structures in terms of structural response and its loading system. The high dependency on the environment with high level of uncertainties is the main factor that contributes to the complexity of design and construction process. Better understanding on the type of structures and load exposed to it are required to maintain the high integrity of the operation life. An overview of the design and analysis of offshore structure in the case of fixed platform will be discussed in this paper. It comprises of the fundamental principle of wave dynamic, the dominant load acting on the structure, method used to quantify the responses and probability of failure that should be considered at the design stage. It is mainly to provide understanding and guideline for the purpose of the design phase. Description in details can be obtained through further reading based on references that have been cited in the content.

References

Abu Husain, M. K., Mohd Zaki, N. I., Mallahzadeh, H. and Najafian, G. (2014). Short-term

probability distribution of the extreme values of offshore structural response by an efficient

time simulation technique. Ships Offshore Structural Journal, 10, pp. 1–14.

American Petroleum Institute (2007). Recommended practice for planning, designing and

construction of fixed offshore platform working stress design, API RP2A-WSD, 21st Edition.

Azraai S.N.A., Lim K.S., Yahaya N. & Noor N.M. (2016) Infill Materials of Epoxy Grout For

Pipeline Rehabilitation and Repair, Malaysian Journal of Civil Engineering 27(1):162-16.

Chakrabarti, S. K. (1987). Hydrodynamics of Offshore Structures, WIT Press.

Chakrabarti, S. K. (2005). Handbook of Offshore Engineering. Vol. 1. Amsterdam: Elsevier.

Chandrasekaren, S. (2012). Ocean Structure and Material: Introduction to design. Lecture Note,

Department of Ocean Engineering, Indian Institute of Technology, Madras.

Chandrasekaran, S. (2015). Dynamic Analysis and Design of Offshore Structures. Ocean

Engineering & Oceanography. Vol. 5, India: Springer.

Couch, A. T. and Conte, J. P. (1997). Field Verification of Linear and Nonlinear Hybrid Wave

Models for Offshore Tower Response Prediction, Journal Offshore Mech. Arct. Eng., vol.

, no. 3, p. 158.

Deo, M. C. (2007). Waves and Structures, vol. 2377, p. 2007.

El-Reedy, M. A. (2012). Chapter 1 - Introduction to Offshore Structures, in Offshore Structures,

Gulf Professional Publishing: Boston. p. 1-21.

Gudmestad, O. T. (1993). Measured and predicted deep water wave kinematics in regular and

irregular seas, Marine Structure, vol. 6, no. 1, pp. 1–73, Jan.

Hasselmann, K., Barnett, T. P., Bouws, E., Carlson, H., Cartwright, D. E., Enke, K., Ewing, J. A.,

Gienapp, H., Hasselmann, D. E., Kruseman, P., Meerburg, A., Müller, P., Olbers, D. J.,

Richter, K., Sell, W. and Walden, H. (1973). Measurements of wind-wave growth and swell

decay during the Joint North Sea Wave Project (JONSWAP), Deutches Hydrographisches

Institut, Jan.

International Organization for Standardization (2007). Petroleum and Natural Gas Industries –

Fixed Steel Offshore Structures, ISO 19902.

Journée, J. M. J. and Massie, W. W. (2001). Offshore Hydromechanics, chapter 12 wave forces

on slender cylinders, Offshore Hydromechanics, Delft Univ. Technol., no. January.

Konstantinidis, E., Dedes, A., and Bouris, D. (2015). Drag and Inertia Coefficients for a

Circular Cylinder in a Steady plus Low-Amplitude Oscillatory Flow, no. October.

Le Méhauté, B. (1976). An Introduction to Hydrodynamics and Water Waves. Berlin, Heidelberg:

Springer Berlin Heidelberg.

Lambert, L. A., Najafian, G., Cooper, J. E., Abu Husain, M. K. and Mohd Zaki, N. I. (2013).

Efficient Estimation of Offshore Structural Response Based on Treshold Upcrossing Rates.

pp. 1–7.

Mohd Zaki, N. I., Abu Husain, M. K. and Najafian, G. (2013). Comparison of Extreme Offshore

Structural Response from Two Alterna-tive Stretching Techniques, Open Civ. Eng. J., vol. 7,

no. 1, Dec.

Mohd Zaki, N. I., Abu Husain, M. K. and Najafian, G. (2014). Extreme structural response

values from various methods of simulating wave kinematics, Ships Offshore Structure, pp. 1–

, Dec.

Morison, J. R., Johnson, J. W. and Schaaf, S. A. (1950). The Force Exerted by Surface Waves on

Piles, J. Pet. Technol., vol. 2, no. 5, pp. 149–154.

Najafian, G. and Burrows, R. (1994). Probabilistic modelling of quasi-static response of offshore

structures subject to nonlinear wave loading: Two approximate approaches. Applied Ocean

Research, 16(4): p. 205-221.

Najafian, G., Tickell, R. G., Burrows, R. and Bishop, J. R. (2000). The UK Christchurch Bay

compliant cylinder Project: Analysis and interpretation of Morison wave force and response

data, Appl. Ocean Res., vol. 22, no. 3, pp. 129–153.

Nallayarasu S. (1981). Offshore structures: Analysis and Design, vol. 41, no. 3, pp. 445–459.

Abu Husain, M. K., Mohd Zaki, N. I. and Najafian, G. (2013). Derivation of Morison’s Force

Coefficients: An Application of Method of Moments, no. September.

Pierson, W. J. and Moskowitz, L. (1964). A proposed spectral form for fully developed wind seas

based on the similarity theory of S. A. Kitaigorodskii, J. Geophys. Res., vol. 69, no. 24, pp.

–5190, Dec.

Rodenbusch G. and Forristall, G. Z. (2013). An Empirical Model for Random Directional Wave

Kinematics near The Free Surface, in Offshore Technology Conference.

Sorensen, R. M. (2005). Basic Coastal Engineering. Springer Science & Business Media.

Stewart, R. H. (2008). Introduction to Physical Oceanography, Department of Oceanography,

Texas A&M University.

Techet, A. H. (2004). Morrison’s Equation. Naval, vol. 34, pp. 191–197.

USACE (2002). U.S. Army Corps of Engineers, Coastal Engineering Manual, Washington, D.C.

Wheeler, J. D. (1969). Methods for Calculating Forces Produced by Irregular Waves, in

Offshore Technology Conference.

Wilson, J. F. (2003). Dynamics of offshore structures. New York: John Wiley & Sons.

Wolfram J. and Naghipour, M. (1999). On the estimation of Morison force coefficients and their

predictive accuracy for very rough circular cylinders, Appl. Ocean Res., vol. 21, no. 6, pp.

–328.

Zhang, J., Randall, R. E. and Spell C. (1991). On Wave Kinematics Approximate Methods, in

Offshore Technology Conference.

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2018-07-16

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DESIGN AND ANALYSIS OF FIXED OFFSHORE STRUCTURE – AN OVERVIEW. (2018). Malaysian Journal of Civil Engineering, 28(3). https://doi.org/10.11113/mjce.v28.15989