Publications
2019
Efficient time simulation method for predicting the 100-year extreme responses of an offshore platform
Abu Husain, M. K., Zaki, N. I. M., & Najafian, G. (2019). Efficient time simulation method for predicting the 100-year extreme responses of an offshore platform. SHIPS AND OFFSHORE STRUCTURES. doi:10.1080/17445302.2019.1623970
Efficient methods for the prediction of non-Gaussian stochastic response of offshore structure
Mukhlas, N. A., Zaki, N. I. M., Abu Husain, M. K., & Najafian, G. (2019). Efficient methods for the prediction of non-Gaussian stochastic response of offshore structure. In TRENDS IN THE ANALYSIS AND DESIGN OF MARINE STRUCTURES Vol. 2 (pp. 93-104). Retrieved from https://www.webofscience.com/
Offshore responses using an efficient time simulation regression procedure
Ahmad, S. Z. A. S., Abu Husain, M. K., Zaki, N. I. M., Mohd, M. H., & Najafian, G. (2019). Offshore responses using an efficient time simulation regression procedure. In TRENDS IN THE ANALYSIS AND DESIGN OF MARINE STRUCTURES Vol. 2 (pp. 12-22). Retrieved from https://www.webofscience.com/
2018
Efficient derivation of extreme offshore structural response exposed to random wave loads
Mukhlas, N. A., Zaki, N. I. M., Abu Husain, M. K., & Najafian, G. (2018). Efficient derivation of extreme offshore structural response exposed to random wave loads. SHIPS AND OFFSHORE STRUCTURES, 13(7), 719-733. doi:10.1080/17445302.2018.1452474
Comparison of Extreme Surface Elevation for Linear and Nonlinear Random Wave Theory for Offshore Structures
Mukhlas, N. A., Zaki, N. I. M., Husain, M. K. A., & Najafian, G. (2018). Comparison of Extreme Surface Elevation for Linear and Nonlinear Random Wave Theory for Offshore Structures. In M. Raza Ul Mustafa, I. Bin Othman, M. Latheef, D. Bayu Endrayana, & N. Zulaikha Bt Yusof (Eds.), MATEC Web of Conferences Vol. 203 (pp. 01021). EDP Sciences. doi:10.1051/matecconf/201820301021
Comparison of Various Spectral Models for the Prediction of the 100-Year Design Wave Height
Ahmad, S. Z. A. S., Husain, M. K. A., Zaki, N. I. M., Mohd, M. H., & Najafian, G. (2018). Comparison of Various Spectral Models for the Prediction of the 100-Year Design Wave Height. In M. Raza Ul Mustafa, I. Bin Othman, M. Latheef, D. Bayu Endrayana, & N. Zulaikha Bt Yusof (Eds.), MATEC Web of Conferences Vol. 203 (pp. 01020). EDP Sciences. doi:10.1051/matecconf/201820301020
Extreme structural responses by nonlinear system identification for fixed offshore platforms
Zaki, N. I. M., Abu Husain, M. K., & Najafian, G. (2018). Extreme structural responses by nonlinear system identification for fixed offshore platforms. SHIPS AND OFFSHORE STRUCTURES, 13, 251-263. doi:10.1080/17445302.2018.1443377
2017
Various methods of simulating wave kinematics on the structural members of 100-year responses
Abu Husain, M. K., Zaki, N. I. M., & Najafian, G. (2017). Various methods of simulating wave kinematics on the structural members of 100-year responses. JOURNAL OF MECHANICAL ENGINEERING AND SCIENCES, 11(4), 3256-3273. doi:10.15282/jmes.11.4.2017.27.0293
Prediction of offshore structural response extreme values by three different approaches of efficient time simulation technique
Abu Husain, M. K., Zaki, N. I. M., & Najafian, G. (2017). Prediction of offshore structural response extreme values by three different approaches of efficient time simulation technique. SHIPS AND OFFSHORE STRUCTURES, 12(2), 290-301. doi:10.1080/17445302.2016.1139258
LONG-TERM PROBABILITY DISTRIBUTION OF FIXED OFFSHORE STRUCTURALRESPONSE USING ANIMPROVED VERSION OF FINITE MEMORY NONLINEAR SYSTEM PROCEDURE
Zaki, N. I. M., Abu Husain, M. K., & Najafian, G. (2017). LONG-TERM PROBABILITY DISTRIBUTION OF FIXED OFFSHORE STRUCTURALRESPONSE USING ANIMPROVED VERSION OF FINITE MEMORY NONLINEAR SYSTEM PROCEDURE. In VII INTERNATIONAL CONFERENCE ON COMPUTATIONAL METHODS IN MARINEENGINEERING (MARINE2017) (pp. 485-495). Retrieved from https://www.webofscience.com/
2016
DERIVATION OF MORISON'S FORCE COEFFICIENTS BY THREE ALTERNATIVE FORMS OF THE METHOD OF MOMENTS
Zaki, N. I. M., Abu Husain, M. K., & Najafian, G. (2016). DERIVATION OF MORISON'S FORCE COEFFICIENTS BY THREE ALTERNATIVE FORMS OF THE METHOD OF MOMENTS. In PROCEEDINGS OF THE ASME 35TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING , 2016, VOL 3. Retrieved from https://www.webofscience.com/
EXTREME RESPONSE PREDICTION FOR FIXED OFFSHORE STRUCTURES BY MONTE CARLO TIME SIMULATION TECHNIQUE
Abu Husain, M. K., Zaki, N. I. M., Johari, M. B., & Najafian, G. (2016). EXTREME RESPONSE PREDICTION FOR FIXED OFFSHORE STRUCTURES BY MONTE CARLO TIME SIMULATION TECHNIQUE. In PROCEEDINGS OF THE ASME 35TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING , 2016, VOL 3. Retrieved from https://www.webofscience.com/
PREDICTION OF OFFSHORE STRUCTURAL RESPONSE EXTREME VALUES BY MODIFIED FINITE-MEMORY NONLINEAR SYSTEM MODELING
Zaki, N. I. M., Abu Husain, M. K., Mukhlas, N. A., & Najafian, G. (2016). PREDICTION OF OFFSHORE STRUCTURAL RESPONSE EXTREME VALUES BY MODIFIED FINITE-MEMORY NONLINEAR SYSTEM MODELING. In PROCEEDINGS OF THE ASME 35TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING , 2016, VOL 3. Retrieved from https://www.webofscience.com/
RELIABILITY-BASED DESIGN AND ASSESSMENT FOR LIFETIME EXTENSION OF AGEING OFFSHORE STRUCTURES
Soom, E. M., Abu Husain, M. K., Zaki, N. I. M., Azman, N. U., & Najafian, G. (2016). RELIABILITY-BASED DESIGN AND ASSESSMENT FOR LIFETIME EXTENSION OF AGEING OFFSHORE STRUCTURES. In PROCEEDINGS OF THE ASME 35TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING , 2016, VOL 3. Retrieved from https://www.webofscience.com/
THE EFFECT OF DIFFERENT METHODS OF SIMULATING WATER PARTICLE KINEMATICS ON THE 100-YEAR RESPONSES
Zaki, N. I. M., Abu Husain, M. K., Shuhaimy, N. A., & Najafian, G. (2016). THE EFFECT OF DIFFERENT METHODS OF SIMULATING WATER PARTICLE KINEMATICS ON THE 100-YEAR RESPONSES. In PROCEEDINGS OF THE ASME 35TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING , 2016, VOL 7. Retrieved from https://www.webofscience.com/
Extreme structural response values from various methods of simulating wave kinematics
Zaki, N. I. M., Abu Husain, M. K., & Najafian, G. (2016). Extreme structural response values from various methods of simulating wave kinematics. SHIPS AND OFFSHORE STRUCTURES, 11(4), 369-384. doi:10.1080/17445302.2014.987947
Short-term probability distribution of the extreme values of offshore structural response by an efficient time simulation technique
Abu Husain, M. K., Zaki, N. I. M., Mallahzadeh, H., & Najafian, G. (2016). Short-term probability distribution of the extreme values of offshore structural response by an efficient time simulation technique. SHIPS AND OFFSHORE STRUCTURES, 11(3), 286-299. doi:10.1080/17445302.2014.986877
Prediction of 100-year responses of fixed offshore structures using the modified version of finite memory nonlinear system models
Mohd Zaki, N. I., Abu Husain, M. K., & Najafian, G. (2016). Prediction of 100-year responses of fixed offshore structures using the modified version of finite memory nonlinear system models. In Proceedings of the 12th ISOPE Pacific-Asia Offshore Mechanics Symposium, PACOMS 2016 (pp. 61-72).
The effect of different methods of simulating wave induced water particle kinematics on the 100-year responses
Abu Husain, M. K., Mohd Zaki, N. I., & Najafian, G. (2016). The effect of different methods of simulating wave induced water particle kinematics on the 100-year responses. In Proceedings of the 12th ISOPE Pacific-Asia Offshore Mechanics Symposium, PACOMS 2016 (pp. 144-152).
2015
COMPARISON OF THE EXTREME RESPONSES FROM DIFFERENT METHODS OF SIMULATING WAVE KINEMATICS
Zaki, N. I. M., Abu Husain, M. K., & Najafian, G. (2015). COMPARISON OF THE EXTREME RESPONSES FROM DIFFERENT METHODS OF SIMULATING WAVE KINEMATICS. In COMPUTATIONAL METHODS IN MARINE ENGINEERING VI (MARINE 2015) (pp. 365-376). Retrieved from https://www.webofscience.com/
Global ultimate strength assessment (GUSA) for lifetime extension of ageing offshore structures
Mat Soom, E., Abu Husain, M. K., Mohd Zaki, N. I., Mohd Nor, M. N. K., Ayob, M. S., & Najafian, G. (2015). Global ultimate strength assessment (GUSA) for lifetime extension of ageing offshore structures. In Proceedings of the International Offshore and Polar Engineering Conference Vol. 2015-January (pp. 431-435).
THE ACCURACY AND EFFICIENCY OF THE EFFICIENT TIME SIMULATION PROCEDURE IN DERIVATION OF THE 100-YEAR RESPONSES
Abu Husain, M. K., Zaki, N. I. M., & Najafian, G. (2015). THE ACCURACY AND EFFICIENCY OF THE EFFICIENT TIME SIMULATION PROCEDURE IN DERIVATION OF THE 100-YEAR RESPONSES. In COMPUTATIONAL METHODS IN MARINE ENGINEERING VI (MARINE 2015) (pp. 987-998). Retrieved from https://www.webofscience.com/
2014
ACCURATE ESTIMATION OF THE 100-YEAR RESPONSES FROM THE PROBABILITY DISTRIBUTION OF EXTREME SURFACE ELEVATIONS
Mallahzadeh, H., Wang, Y., Abu Husain, M. K., Zaki, N. I. M., & Najafian, G. (2014). ACCURATE ESTIMATION OF THE 100-YEAR RESPONSES FROM THE PROBABILITY DISTRIBUTION OF EXTREME SURFACE ELEVATIONS. In 33RD INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2014, VOL 4B. Retrieved from https://www.webofscience.com/
PREDICTION OF EXTREME VALUES OF OFFSHORE STRUCTURAL RESPONSE BY AN EFFICIENT TIME SIMULATION TECHNIQUE
Abu Husain, M. K., Zaki, N. I. M., & Najafian, G. (2014). PREDICTION OF EXTREME VALUES OF OFFSHORE STRUCTURAL RESPONSE BY AN EFFICIENT TIME SIMULATION TECHNIQUE. In 33RD INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2014, VOL 4A. Retrieved from https://www.webofscience.com/
THE ACCURACY OF THE MFMNS AND FMNS MODELS IN PREDICTING LONG-TERM DISTRIBUTION OF THE EXTREME VALUES OF OFFSHORE STRUCTURAL RESPONSE
Zaki, N. I. M., Abu Husain, M. K., & Najafian, G. (2014). THE ACCURACY OF THE MFMNS AND FMNS MODELS IN PREDICTING LONG-TERM DISTRIBUTION OF THE EXTREME VALUES OF OFFSHORE STRUCTURAL RESPONSE. In 33RD INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2014, VOL 4A. Retrieved from https://www.webofscience.com/
The effects of wave–current interaction on the performance of a model horizontal axis tidal turbine
de Jesus Henriques, T. A., Tedds, S. C., Botsari, A., Najafian, G., Hedges, T. S., Sutcliffe, C. J., . . . Poole, R. J. (2014). The effects of wave–current interaction on the performance of a model horizontal axis tidal turbine. International Journal of Marine Energy, 8, 17-35. doi:10.1016/j.ijome.2014.10.002
2012
Accuracy of 100-year responses from FMNS modelling of an offshore structure
Mohd Zaki, N. I., & Najafian, G. (2012). Accuracy of 100-year responses from FMNS modelling of an offshore structure. Applied Ocean Research (Planned), 12 pages.
Comparison of Extreme Responses from Wheeler and Vertical Stretching Methods
Mohd Zaki, N. I., Abu Husain, M. K., & Najafian, G. (2012). Comparison of Extreme Responses from Wheeler and Vertical Stretching Methods. In OMAE (pp. 10 pages). Rio de Janeiro: ASME.
Comparison of Probability Distributions of the Extreme Response Values from Different Methods of Simulation Wave Kinematics
Mohd Zaki, N. I., Abu Husain, M. K., & Najafian, G. (2012). Comparison of Probability Distributions of the Extreme Response Values from Different Methods of Simulation Wave Kinematics. Applied Ocean Research (Planned), 12 pages.
Efficient Derivation of the Probability Distribution of the Extreme Values of Offshore Structural Response: Comparison of three different methods
Abu Husain, M. K., & Najafian, G. (2012). Efficient Derivation of the Probability Distribution of the Extreme Values of Offshore Structural Response: Comparison of three different methods. In OMAE (pp. 10 pages). Rio de Janeiro: OMAE.
Efficient derivation of the Long-term Probability Distribution of the Extreme Values of Offshore Structural Response
Abu Husain, M. K., & Najafian, G. (2012). Efficient derivation of the Long-term Probability Distribution of the Extreme Values of Offshore Structural Response. Applied Ocean Research (Planned), 11 pages.
Finite-memory Nonlinear System Modelling of Offshore Structural Response Accounting for Extreme Value Residues
Mohd Zaki, N. I., & Najafian, G. (2012). Finite-memory Nonlinear System Modelling of Offshore Structural Response Accounting for Extreme Value Residues. In OMAE (pp. 10 pages). Rio de Janeiro: OMAE.
Probability distribution of extreme responses taking advantage of its correlation with extreme linear response
Abu Husain, M. K., & Najafian, G. (2012). Probability distribution of extreme responses taking advantage of its correlation with extreme linear response. Applied Ocean Research (Planned), 14 pages.
2011
Efficient Derivation of the Probability Distribution of the Extreme Values of Offshore Structural Response taking Advantage of its Correlation with Extreme Values of Linear Response
Abu Husain, M. K., & Najafian, G. (2011). Efficient Derivation of the Probability Distribution of the Extreme Values of Offshore Structural Response taking Advantage of its Correlation with Extreme Values of Linear Response. In OMAE (pp. 1-12). Rotterdam: OMAE.
Long-term Distribution of the Extreme Values of Offshore Structural Response by Finite-Memory Nonlinear System Modelling
Mohd Zaki, N. I., & Najafian, G. (2011). Long-term Distribution of the Extreme Values of Offshore Structural Response by Finite-Memory Nonlinear System Modelling. In OMAE (pp. 1-12). Rotterdam: OMAE.
2010
Comparison of three different methods of moments for derivation of probability distribution parameters
Najafian, G. (2010). Comparison of three different methods of moments for derivation of probability distribution parameters. Applied Ocean Research, 32(3), 298-307. doi:10.1016/j.apor.2010.06.001
An Efficient Monte Carlo Simulation Technique for Derivation of the Probability Distribution of the extreme values
Abu Husain, M. K., & Najafian, G. (2010). An Efficient Monte Carlo Simulation Technique for Derivation of the Probability Distribution of the extreme values. In Offshore Mechanics and Arctic Engineering (pp. 1-7). Shanghai: ASME.
Derivation of Water Particle Kinematics in the Near Surface Zone by the Effective Water Depth Procedure
Mohd Zaki, N. I., & Najafian, G. (2010). Derivation of Water Particle Kinematics in the Near Surface Zone by the Effective Water Depth Procedure. In Offshore Mechanics and Arctic Engineering (pp. 1-6). Shanghai: ASME.
2009
Simulation of Water Particle Kinematics in the Near Surface Zone
Najafian, G., Mohd, Z. N., & Aqel, G. (2009). Simulation of Water Particle Kinematics in the Near Surface Zone. In Proc 28th International Conf on Offshore Mechanics and Arctic Engineering (pp. 1-7). Honolulu, Hawaii, USA,: ASME.
2008
'Finite-memory nonlinear system modelling of offshore structures'
Najafian, G., & Zaki NI, M. (2008). 'Finite-memory nonlinear system modelling of offshore structures'. In 27th International Conf on Offshore Mechanics and Arctic Engineering (pp. 1-6). Estoril, Portugal: ASME.
2007
Probability models for offshore structural response due to Morison wave loading
Najafian, G. (2007). Probability models for offshore structural response due to Morison wave loading. Ocean Engineering, 34(17-18), 2289-2299. doi:10.1016/j.oceaneng.2007.05.013
Probability models for offshore structural response due to Morison wave loading Part I: Drag-only response
Najafian, G. (2007). Probability models for offshore structural response due to Morison wave loading Part I: Drag-only response. Ocean Engineering, 34(17-18), 2277-2288. doi:10.1016/j.oceaneng.2007.05.012
Derivation of statistical properties of wave-induced offshore structural response by principal component technique
Najafian, G. (2007). Derivation of statistical properties of wave-induced offshore structural response by principal component technique. Ocean Engineering, 34(7), 987-999. doi:10.1016/j.oceaneng.2006.05.014
Application of system identification techniques in efficient modelling of offshore structural response. Part I: Model development
Najafian, G. (2007). Application of system identification techniques in efficient modelling of offshore structural response. Part I: Model development. Applied Ocean Research, 29(1-2), 1-16. doi:10.1016/j.apor.2007.08.002
Application of system identification techniques in efficient modelling of offshore structural response. Part II: Model validation
Najafian, G. (2007). Application of system identification techniques in efficient modelling of offshore structural response. Part II: Model validation. Applied Ocean Research, 29(1-2), 17-36. doi:10.1016/j.apor.2007.08.003
A more efficient form of the method of moments for derivation of Morison's force coefficients
Najafian, G. (2007). A more efficient form of the method of moments for derivation of Morison's force coefficients. In OMAE (pp. 1-6). San Diego, California: ASME.
A new method of moments for reducing the sampling variability of estimated values of probability distribution parameters
Najafian, G. (2007). A new method of moments for reducing the sampling variability of estimated values of probability distribution parameters. In OMAE (pp. 1-8). San Diego, California,: ASME.
Comparison of three probability models for offshore structural response due to Morison Wave loading
Najafian, G. (2007). Comparison of three probability models for offshore structural response due to Morison Wave loading. In S. K. Chakrabarti, & C. A. Brebbia (Eds.), Fluid Structure Interaction and Moving Boundary Problems (Vol. 92, pp. 37-46). Southampton: WITPRESS. doi:10.2495/FS1070041
2006
An efficient method for derivation of probability distribution parameters
Najafian, G. (2006). An efficient method for derivation of probability distribution parameters. In ASRANET (pp. 1-10). Glasgow: ASRANET.
2005
Comparison of "100-year" response values from the design wave technique with those from the time-domain probabilistic technique
Najafian, G. (2005). Comparison of "100-year" response values from the design wave technique with those from the time-domain probabilistic technique. In 15th Int Offshore and Polar Engineering Conf. (pp. 381-390). Seoul: ISOPE.
2004
A new probability model for offshore structural response due to random morison wave loading
Najafian, G., Burrows, R., & Tickell, R. G. (2004). A new probability model for offshore structural response due to random morison wave loading. In ASRANET (Ed.), 2nd International Colloquium (pp. 1-24). Barcelona: ASRANET Organisation.
An efficient technique for derivation of the kurtosis of offshore structural response due to random Morison wave loading
Najafian, G., Burrows, R., & Tickell, R. G. (2004). An efficient technique for derivation of the kurtosis of offshore structural response due to random Morison wave loading. In Int Offshore Mechanics and Arctic Engineering Symp (pp. 1-10). Vancouver: OMAE. Retrieved from http://www.engineeringvillage2.org/
An efficient technique for derivation of the kurtosis of offshore structural response due to random morison wave loading
Najafian, G., Burrows, R., & Tickell, R. G. (2004). An efficient technique for derivation of the kurtosis of offshore structural response due to random morison wave loading. In OMAE (Ed.), OMAE04 (pp. 10-51191). Vancouver: ASME.
Demonstration project on risk assessment of space frame platforms exposed to random wave loading: comparison of deterministic (industry standard) approaches with fully stochastic treatments
Najafian, G., Burrows, R., & Tickell, R. G. (2004). Demonstration project on risk assessment of space frame platforms exposed to random wave loading: comparison of deterministic (industry standard) approaches with fully stochastic treatments. Norwich: Her Majesty's Office.
Optimal pollution control for management of large interceptor sewer systems
Thomas, N. S., Burrows, R., Templeman, A. B., & Najafian, G. (2004). Optimal pollution control for management of large interceptor sewer systems. Urban Water Journal, 1(3), 235-250.
2003
'Geometric Interpretation of the Least Square Error Method Used in Derivation of Morison Force Coefficients'
Najafian, G., Burrows, R., Tickell, R. G., & Metcalfe, A. V. (2003). 'Geometric Interpretation of the Least Square Error Method Used in Derivation of Morison Force Coefficients'. In 13th International Offshore and Polar Engineering conference - ISOPE-2003 Vol. 3 (pp. 440-446). Honolulu, Hawaii, USA. Retrieved from http://www.engineeringvillage2.org/
¿Prediction of extreme forces and moments for an offshore structure¿
Metcalfe, A. V., Najafian, G., Burrows, R., & Tickell, R. G. (2003). ¿Prediction of extreme forces and moments for an offshore structure¿. In R. L. May, & W. F. Blythe (Eds.), 6th Annual engineering mathematics and applications conference (pp. 147-152). Sydney: ANZIAM.
2002
‘Efficient derivation of statistical properties of wave-induced quasi-static response of offshore structures through simulation of independent values’
Najafian, G., Burrows, R., Tickell, R. G., & Metcalfe, A. V. (2002). ‘Efficient derivation of statistical properties of wave-induced quasi-static response of offshore structures through simulation of independent values’. In Ist International ASRANet Colloquium (pp. 28). Glasgow.
‘Storm overflow spill load reduction methodologies for coastal interceptor sewers'
Burrows, R., Thomas, N. S., Templeman, A. B., & Najafian, G. (2002). ‘Storm overflow spill load reduction methodologies for coastal interceptor sewers'. In 2nd International Conference on Marine Waste Water Discharges (pp. 11-16). Istanbul, Turkey.
'Higher-order statistical moments of wave-induced response of offshore structures via efficient sampling techniques'
Najafian, G., Burrows, R., Tickell, R. G., & Metcalfe, A. V. (2002). 'Higher-order statistical moments of wave-induced response of offshore structures via efficient sampling techniques'. In ISOPE-2002, Offshore and Polar Engineering Conference (pp. 465-470). Japan. Retrieved from http://www.engineeringvillage2.org/
Efficient techniques for risk assessment of space frame platforms exposed to random wave and current loading and some thoughts on extension to cover effects of intermittency and directionality
Najafian, G., Burrows, R., & Tickell, R. G. (2002). Efficient techniques for risk assessment of space frame platforms exposed to random wave and current loading and some thoughts on extension to cover effects of intermittency and directionality. H. S. E. Books (Ed.), Norwich NR3 1BQ: Her Majesty's Office.
2000
‘Higher-order statistical moments of wave-induced response of offshore structures via stratified and importance sampling’
Najafian, G., Burrows, R., Tickell, R. G., Metcalfe, A. V., Hearn, G. E., & Sutcliffe, G. E. (2000). ‘Higher-order statistical moments of wave-induced response of offshore structures via stratified and importance sampling’. In 19th International OMAE Conference for Ocean, Offshore and Arctic Engineers (pp. 61181-61187). New Orleans, USA.
‘Pierson-Holmes: a probability distribution for stochastic modelling of wave-induced offshore structural loading and response’
Najafian, G., Burrows, R., Tickell, R. G., Metcalfe, A. V., Hearn, G. E., & Sutcliffe, G. E. (2000). ‘Pierson-Holmes: a probability distribution for stochastic modelling of wave-induced offshore structural loading and response’. In 19th International OMAE Conference for Ocean, Offshore and Arctic Engineers (pp. 61191-61198). New Orleans, USA.
The UK Christchurch Bay, Compliant Cylinder Project: analysis and interpretation of Morison wave force and response data
Najafian, G. (2000). The UK Christchurch Bay, Compliant Cylinder Project: analysis and interpretation of Morison wave force and response data. Applied Ocean Research, 22(3), 129-153.
1999
Probabilistic description of the response of offshore structures to wave loading via random sampling technique
Najafian, G. (1999). Probabilistic description of the response of offshore structures to wave loading via random sampling technique. In Int Offshore and Polar Engineering Conf (pp. 362-368). Brest: ISOPE.
1997
Morison wave force coefficients for application to random seas
Burrows, R., Tickell, R. G., Hames, D., & Najafian, G. (1997). Morison wave force coefficients for application to random seas. Applied Ocean Research, 19(3-4), 183-199. doi:10.1016/s0141-1187(97)00023-0
Stochastic analysis of combined wave and current loading on a vertical cylinder from large-scale laboratory experiments
Najafian, G. (1997). Stochastic analysis of combined wave and current loading on a vertical cylinder from large-scale laboratory experiments. In Int Offshore and Polar Engineering Conf (pp. 435-442). Honolulu: ISOPE.
1995
A Review of the Probabilistic Description of Morison Wave Loading and Response of Fixed Offshore Structures
Najafian, G., Burrows, R., & Tickell, R. G. (1995). A Review of the Probabilistic Description of Morison Wave Loading and Response of Fixed Offshore Structures. Journal of Fluids and Structures, 9(6), 585-616. doi:10.1006/jfls.1995.1033
1994
Critical Assessment of the Least Square Error Method Used in Derivation of Morison’s Force Coefficients
Najafian, G., & Burrows, R. (1994). Critical Assessment of the Least Square Error Method Used in Derivation of Morison’s Force Coefficients. Journal of Offshore Mechanics and Arctic Engineering, 116(1), 1-6. doi:10.1115/1.2920122
Probabilistic modelling of quasi-static response of offshore structures subject to nonlinear wave loading: two approximate approaches
Najafian, G. (1994). Probabilistic modelling of quasi-static response of offshore structures subject to nonlinear wave loading: two approximate approaches. Applied Ocean Research, 16(4), 205-221.