Estimating Design Loads with Environmental Contour Approach Using Copulas for an Offshore Jacket Platform

被引:5
|
作者
Zhao, Yuliang [1 ]
Liu, Dahui [2 ]
Dong, Sheng [1 ]
机构
[1] Ocean Univ China, Coll Engn, Qingdao 266100, Peoples R China
[2] CIMC Offshore Engn Inst Co Ltd, Yantai 264670, Peoples R China
基金
中国国家自然科学基金;
关键词
design loads; jacket platform; joint probability distribution; conditional model; copula theory; environmental contour method; WAVES; WIND;
D O I
10.1007/s11802-020-4411-1
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
Jacket-type offshore platforms are widely used for oil, gas field, and energy development in shallow water. The design of a jacket structure is highly dependent on target environmental variables. This study focuses on a strategy to estimate design loads for offshore jacket structures based on an environmental contour approach. In addition to the popular conditional distribution model, various classes of bivariate copulas are adopted to construct joint distributions of environmental variables. Analytical formulations of environmental contours based on various models are presented and discussed in this study. The design loads are examined by dynamic response analysis of jacket platform. Results suggest that the conditional model is not recommended for use in estimating design loads in sampling locations due to poor fitting results. Independent copula produces conservative design loads and the extreme response obtained using the conditional model are smaller than those determined by copulas. The suitability of a model for contour construction varies with the origin of wave data. This study provides a reference for the design load estimation of jacket structures and offers an alternative procedure to determine the design criteria for offshore structures.
引用
收藏
页码:1029 / 1041
页数:13
相关论文
共 50 条
  • [41] Response of the offshore jacket platform at its ultimate strength under operating and extreme loads: a Malaysian waters case study
    Othman, Nor Adlina
    Mohd, Mohd Hairil
    SHIPS AND OFFSHORE STRUCTURES, 2024, 19 (11) : 1805 - 1826
  • [42] DECISION-ANALYSIS APPROACH TO OFFSHORE PLATFORM DESIGN
    BEA, RG
    HONG, ST
    MITCHELL, JS
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1984, 110 (01): : 55 - 74
  • [43] A multivariate approach to estimate design loads for offshore wind turbines
    Guanche, Yanira
    Guanche, Raul
    Camus, Paula
    Mendez, Fernando J.
    Medina, Raul
    WIND ENERGY, 2013, 16 (07) : 1091 - 1106
  • [44] A multivariate approach to estimate design loads for offshore wind turbines
    Guanche, Yanira
    Guanche, Raul
    Camus, Paula
    Mendez, Fernando J.
    Medina, Raul
    2011 IEEE - OCEANS SPAIN, 2011,
  • [45] Dynamic behavior of a tension leg platform offshore wind turbine under environmental loads
    Ebrahimi, A.
    Abbaspour, M.
    Nasiri, R. Mohammadi
    SCIENTIA IRANICA, 2014, 21 (03) : 480 - 491
  • [46] Probability Analysis of Hydrological Loads for the Design of Flood Control Systems Using Copulas
    Klein, Bastian
    Pahlow, Markus
    Hundecha, Yeshewatesfa
    Schumann, Andreas
    JOURNAL OF HYDROLOGIC ENGINEERING, 2010, 15 (05) : 360 - 369
  • [47] Control of extreme wave-induced vibration of offshore jacket platform using deck isolation
    Sarkar, Nilarghya
    Ghosh, Aparna
    SHIPS AND OFFSHORE STRUCTURES, 2023, 18 (10) : 1429 - 1437
  • [48] Design of a Structural Health Monitoring System and Performance Evaluation for a Jacket Offshore Platform in East China Sea
    Ye, Hailin
    Jiang, Chuwei
    Zu, Feng
    Li, Suzhen
    APPLIED SCIENCES-BASEL, 2022, 12 (23):
  • [49] Robust design of offshore jacket platform structure under random wave in dual response surface framework
    Datta, Gaurav
    Bhattacharjya, Soumya
    Chakraborty, Subrata
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2021, 17 (07) : 887 - 901
  • [50] A NUMERICAL STUDY OF BRACE-VISCOUS DAMPER SYSTEM OF FIXED OFFSHORE JACKET PLATFORMS UNDER EXTREME ENVIRONMENTAL LOADS
    Alwashali, SalahAldeen M.A.
    Chin, SiewChoo
    IET Conference Proceedings, 2022, 2022 (22): : 176 - 182