On environmental contours for marine and coastal design

OCEAN ENGINEERING

卷:195

Review

Ross, Emma¹  Astrup, Ole Christian²  Bitner-Gregersen, Elzbieta²  Bunn, Nigel³  Feld, Graham⁴  Gouldby, Ben³  Huseby, Arne⁵  Liu, Ye³  Randell, David¹  Vanem, Erik²  Jonathan, Philip^6,7 

[1] Shell Global Solut BV, NL-1031 HW Amsterdam, Netherlands

[2] DNV GL, N-1363 Hovik, Norway

[3] HR Wallingford, Wallingford OX10 8BA, Oxon, England

[4] Shell UK Ltd, Aberdeen AB12 3FY, Scotland

[5] Univ Oslo, Dept Math, N-0316 Oslo, Norway

[6] Shell Res Ltd, London SE1 7NA, England

[7] Univ Lancaster, Dept Math & Stat, Lancaster LA1 4YW, England

关键词: Extreme;    Structural reliability;    Return value;    Environmental contour;    Structural response;    Joint probability;    IFORM;   

DOI  :  10.1016/j.oceaneng.2019.106194

来源: Elsevier

【 摘 要 】

Environmental contours are used in structural reliability analysis of marine and coastal structures as an approximate means to locate the boundary of the distribution of environmental variables, and hence sets of environmental conditions giving rise to extreme structural loads and responses. Outline guidance concerning the application of environmental contour methods is given in recent design guidelines from many organisations. However there is lack of clarity concerning (a) the differences between approaches to environmental contour estimation reported in the literature, and (b) the relationship between the environmental contour, corresponding to some return period, and the extreme structural response for the same period. Hence there is uncertainty about precisely when environmental contours should be used, and how they should be used well. This article seeks to provide some assistance in understanding the fundamental issues regarding environmental contours and their use in structural reliability analysis. Approaches to estimating the joint distribution of environmental variables, and to estimating environmental contours based on that distribution, are described. Simple freely-available software for estimation of the joint distribution, and hence environmental contours, is illustrated. Extra assumptions required to relate the characteristics of environmental contours to structural failure are outlined. Alternative response-based methods not requiring environmental contours are summarised. The results of an informal survey of the metocean user community regarding environmental contours are presented. Finally, recommendations about when and how environmental contour methods should be used are made.

【 授权许可】

Free