OCEAN ENGINEERING | 卷:236 |
A benchmarking exercise for environmental contours | |
Article | |
Haselsteiner, Andreas F.1  Coe, Ryan G.2  Manuel, Lance3  Chai, Wei4  Leira, Bernt5  Clarindo, Guilherme6  Soares, C. Guedes6  Hannesdottir, Asta7  Dimitrov, Nikolay7  Sander, Aljoscha1  Ohlendorf, Jan-Hendrik1  Thoben, Klaus-Dieter1  de Hauteclocque, Guillaume8  Mackay, Ed9  Jonathan, Philip10,11  Qiao, Chi12  Myers, Andrew12  Rode, Anna13  Hildebrandt, Arndt13  Schmidt, Boso13  Vanem, Erik14,15  Huseby, Arne Bang15  | |
[1] Univ Bremen, Bremen, Germany | |
[2] Sandia Natl Labs, POB 5800, Albuquerque, NM 87185 USA | |
[3] Univ Texas Austin, Austin, TX 78712 USA | |
[4] Wuhan Univ Technol, Sch Transportat, Wuhan, Peoples R China | |
[5] Norwegian Univ Sci & Technol, Dept Marine Technol, Trondheim, Norway | |
[6] Univ Lisbon, Ctr Marine Technol & Ocean Engn CENTEC, Inst Super Tecn, Lisbon, Portugal | |
[7] Tech Univ Denmark, Wind Energy Dept, Roskilde, Denmark | |
[8] Bur Veritas, Paris, France | |
[9] Univ Exeter, Exeter, Devon, England | |
[10] Shell Res Ltd, London, England | |
[11] Univ Lancaster, Dept Math & Stat, Lancaster, England | |
[12] Northeastern Univ, Boston, MA 02115 USA | |
[13] Leibniz Univ Hannover, Hannover, Germany | |
[14] DNV GL, Hovik, Norway | |
[15] Univ Oslo, Oslo, Norway | |
关键词: Environmental contour; Metocean extremes; Joint distribution; Extreme response; Structural reliability; | |
DOI : 10.1016/j.oceaneng.2021.109504 | |
来源: Elsevier | |
【 摘 要 】
Environmental contours are used to simplify the process of design response analysis. A wide variety of contour methods exist; however, there have been a very limited number of comparisons of these methods to date. This paper is the output of an open benchmarking exercise, in which contributors developed contours based on their preferred methods and submitted them for a blind comparison study. The exercise had two components- one, focusing on the robustness of contour methods across different offshore sites and, the other, focusing on characterizing sampling uncertainty. Nine teams of researchers contributed to the benchmark. The analysis of the submitted contours highlighted significant differences between contours derived via different methods. For example, the highest wave height value along a contour varied by as much as a factor of two between some submissions while the number of metocean data points or observations that fell outside a contour deviated by an order of magnitude between the contributions (even for contours with a return period shorter than the duration of the record). These differences arose from both different joint distribution models and different contour construction methods, however, variability from joint distribution models appeared to be higher than variability from contour construction methods.
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