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On the estimation of ocean engineering design contours

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Standard

On the estimation of ocean engineering design contours. / Jonathan, P.; Ewans, K.; Flynn, J.
In: Journal of Offshore Mechanics and Arctic Engineering, Vol. 136, No. 4, 041101, 2014.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

Harvard

Jonathan, P, Ewans, K & Flynn, J 2014, 'On the estimation of ocean engineering design contours', Journal of Offshore Mechanics and Arctic Engineering, vol. 136, no. 4, 041101. https://doi.org/10.1115/1.4027645

APA

Jonathan, P., Ewans, K., & Flynn, J. (2014). On the estimation of ocean engineering design contours. Journal of Offshore Mechanics and Arctic Engineering, 136(4), Article 041101. https://doi.org/10.1115/1.4027645

Vancouver

Jonathan P, Ewans K, Flynn J. On the estimation of ocean engineering design contours. Journal of Offshore Mechanics and Arctic Engineering. 2014;136(4):041101. doi: 10.1115/1.4027645

Author

Jonathan, P. ; Ewans, K. ; Flynn, J. / On the estimation of ocean engineering design contours. In: Journal of Offshore Mechanics and Arctic Engineering. 2014 ; Vol. 136, No. 4.

Bibtex

@article{fe8ca8e798c346aaa847732ea079049d,
title = "On the estimation of ocean engineering design contours",
abstract = "Understanding extreme ocean environments and their interaction with fixed and floating structures is critical for offshore and coastal design. Design contours are useful to describe the joint behavior of environmental, structural loading, and response variables. We compare different forms of design contours, using theory and simulation, and present a new method for joint estimation of contours of constant exceedance probability for a general set of variables. The method is based on a conditional extremes model from the statistics literature, motivated by asymptotic considerations. We simulate under the conditional extremes model to estimate contours of constant exceedance probability. We also use the estimated conditional extremes model to estimate other forms of design contours, including those based on the first-order reliability method (FORM), without needing to specify the functional forms of conditional dependence between variables. We demonstrate the application of new method in estimation of contours of constant exceedance probability using measured and hindcast data from the Northern North Sea, the Gulf of Mexico, and the North West Shelf of Australia, and quantify their uncertainties using a bootstrap analysis. {\textcopyright} 2014 by ASME.",
keywords = "Ocean engineering, Probability, Structural analysis, Conditional dependence, Engineering design, Exceedance probability, First order reliability methods, Floating structures, North west shelf of australia, Ocean environment, Structural loading, Uncertainty analysis, bootstrapping, design method, fluid-structure interaction, hindcasting, hydraulic structure, hydrotechnical engineering, marine environment, probability, Atlantic Ocean, Australia, Gulf of Mexico, North Sea",
author = "P. Jonathan and K. Ewans and J. Flynn",
year = "2014",
doi = "10.1115/1.4027645",
language = "English",
volume = "136",
journal = "Journal of Offshore Mechanics and Arctic Engineering",
issn = "0892-7219",
publisher = "American Society of Mechanical Engineers(ASME)",
number = "4",

}

RIS

TY - JOUR

T1 - On the estimation of ocean engineering design contours

AU - Jonathan, P.

AU - Ewans, K.

AU - Flynn, J.

PY - 2014

Y1 - 2014

N2 - Understanding extreme ocean environments and their interaction with fixed and floating structures is critical for offshore and coastal design. Design contours are useful to describe the joint behavior of environmental, structural loading, and response variables. We compare different forms of design contours, using theory and simulation, and present a new method for joint estimation of contours of constant exceedance probability for a general set of variables. The method is based on a conditional extremes model from the statistics literature, motivated by asymptotic considerations. We simulate under the conditional extremes model to estimate contours of constant exceedance probability. We also use the estimated conditional extremes model to estimate other forms of design contours, including those based on the first-order reliability method (FORM), without needing to specify the functional forms of conditional dependence between variables. We demonstrate the application of new method in estimation of contours of constant exceedance probability using measured and hindcast data from the Northern North Sea, the Gulf of Mexico, and the North West Shelf of Australia, and quantify their uncertainties using a bootstrap analysis. © 2014 by ASME.

AB - Understanding extreme ocean environments and their interaction with fixed and floating structures is critical for offshore and coastal design. Design contours are useful to describe the joint behavior of environmental, structural loading, and response variables. We compare different forms of design contours, using theory and simulation, and present a new method for joint estimation of contours of constant exceedance probability for a general set of variables. The method is based on a conditional extremes model from the statistics literature, motivated by asymptotic considerations. We simulate under the conditional extremes model to estimate contours of constant exceedance probability. We also use the estimated conditional extremes model to estimate other forms of design contours, including those based on the first-order reliability method (FORM), without needing to specify the functional forms of conditional dependence between variables. We demonstrate the application of new method in estimation of contours of constant exceedance probability using measured and hindcast data from the Northern North Sea, the Gulf of Mexico, and the North West Shelf of Australia, and quantify their uncertainties using a bootstrap analysis. © 2014 by ASME.

KW - Ocean engineering

KW - Probability

KW - Structural analysis

KW - Conditional dependence

KW - Engineering design

KW - Exceedance probability

KW - First order reliability methods

KW - Floating structures

KW - North west shelf of australia

KW - Ocean environment

KW - Structural loading

KW - Uncertainty analysis

KW - bootstrapping

KW - design method

KW - fluid-structure interaction

KW - hindcasting

KW - hydraulic structure

KW - hydrotechnical engineering

KW - marine environment

KW - probability

KW - Atlantic Ocean

KW - Australia

KW - Gulf of Mexico

KW - North Sea

U2 - 10.1115/1.4027645

DO - 10.1115/1.4027645

M3 - Journal article

VL - 136

JO - Journal of Offshore Mechanics and Arctic Engineering

JF - Journal of Offshore Mechanics and Arctic Engineering

SN - 0892-7219

IS - 4

M1 - 041101

ER -