Modeling asymmetrically dependent multivariate ocean data using truncated copulas

被引:21
作者
Ma, Pengfei [1 ]
Zhang, Yi [1 ]
机构
[1] Tsinghua Univ, Dept Civil Engn, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
Ocean parameters; Joint distribution; Multivariate analysis; Copula; SIGNIFICANT WAVE HEIGHT; STATISTICAL-MODELS; DESIGN LOADS; RELIABILITY; CONSTRUCTION; BREAKING; COASTAL; WIND; PREDICTION; FAMILIES;
D O I
10.1016/j.oceaneng.2021.110226
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Characterizing multivariate ocean parameters is quite important for offshore engineering reliability design and risk assessment. To fully understand ocean conditions, a robust and accurate multivariate model is essential for the analysis and estimation of the ocean state. Therefore, advanced simulation of the ocean parameters helps to improve practices in offshore engineering. In this work, the principle of a new type of copula, namely truncated copula, is developed and adopted for modeling the multivariate ocean data. Unlike previous studies on modeling asymmetric ocean data by purely mathematical fitting techniques, this study proposes a truncated method based on physical limits to study asymmetrically dependent ocean data. The truncated copula method is contrasted with the conventional symmetric and existing asymmetric copula from the literature using real environmental observations for the demonstration. Various commonly used traditional copula models are modified by the proposed truncation technique and applied to fit multivariate ocean data collected in buoys off the US coast. Based on the fitting of ocean data, this paper compares the advantages and disadvantages of different copula models. The properties of different copula models for data simulation and extreme value prediction are also discussed.
引用
收藏
页数:20
相关论文
共 94 条
[1]   Reliability assessment of marine structures considering multidimensional dependency of the variables [J].
Aghatise, Okoro ;
Khan, Faisal ;
Ahmed, Salim .
OCEAN ENGINEERING, 2021, 230 (230)
[2]  
[Anonymous], 2016, Extreme Value Modeling and Risk Analysis: Methods and Applications
[3]   Approximation of bivariate probability density of individual wave steepness and height with copulas [J].
Antao, E. M. ;
Soares, C. Guedes .
COASTAL ENGINEERING, 2014, 89 :45-52
[4]   THE NONTRUNCATED MARGINAL OF A TRUNCATED BIVARIATE NORMAL-DISTRIBUTION [J].
ARNOLD, BC ;
BEAVER, RJ ;
GROENEVELD, RA ;
MEEKER, WQ .
PSYCHOMETRIKA, 1993, 58 (03) :471-488
[5]   Joint probability distribution of coastal winds and waves using a log-transformed kernel density estimation and mixed copula approach [J].
Bai, Xiaoyu ;
Jiang, Hui ;
Li, Chen ;
Huang, Lei .
OCEAN ENGINEERING, 2020, 216
[6]  
Bitner-Gregersen E.M., 1989, 2 INT WORKSHOP WAVE, P25
[7]  
Chakravarti I.M, 1967, KOLMOGOROV SMIRNOV K
[8]   Lower tail dependence for Archimedean copulas: Characterizations and pitfalls [J].
Charpentier, Arthur ;
Segers, Johan .
INSURANCE MATHEMATICS & ECONOMICS, 2007, 40 (03) :525-532
[9]   Joint probability analysis of extreme wave heights and surges along China's coasts [J].
Chen, Yongping ;
Li, Jiangxia ;
Pan, Shunqi ;
Gan, Min ;
Pan, Yi ;
Xie, Dongmei ;
Clee, Stephen .
OCEAN ENGINEERING, 2019, 177 :97-107
[10]   Simulating a multivariate sea storm using Archimedean copulas [J].
Corbella, Stefano ;
Stretch, Derek D. .
COASTAL ENGINEERING, 2013, 76 :68-78