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Volume 54 Issue 1
Jan.  2024
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2024  >  54(1): 46-55
XIAO Congzhen, LI Jianhui, MA Tianyi, WEI Yue, WU Zhenhong, QIAO Baojuan. Current Situation and Development of Retrofitting and Performance Improvement for Existing Building Structures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 20-30. doi: 10.3724/j.gyjzG23120812
Citation: XIE Chongfeng, WANG Ninghui, FENG Peng, LIN Hongwei, DING Guozhen. Structural Analysis and Whole-Process Simulation of Ultra-Large ConcreteGravity-Based Structure in Arctic Ocean[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 46-55. doi: 10.3724/j.gyjzG23100822
shu

Structural Analysis and Whole-Process Simulation of Ultra-Large ConcreteGravity-Based Structure in Arctic Ocean

doi: 10.3724/j.gyjzG23100822

  • 1. Tsinghua University, Beijing 100084, China;

  • 2. Jinhai Recovery Factrory Under Liaohe Oilfield of CNPC, Panjin 124000, China;

  • 3. Beijing Jiaotong University, Beijing 100084, China

  • Received Date: 2023-07-18
    Available Online: 2024-02-27
    Abstract
  • Oil and gas energy is abundant in Arctic region, which has a great exploitation potential. Concrete gravity-based structures have a board future to be installed in the ocean due to its advantages of high degree of integration and exceptional durability. The calculation methods for ice load, wind load, wave load, ocean current load, foundation reaction, and temperature load were provided in the study based on an oil and gas exploration project in the Arctic region. For the load combinations of gravity-based platforms, standards in China Classification Society (CCS), International Organization for Standardization (ISO), Det Norske Veritas (DNV), American Petroleum Institute (API) and European Union (EN) were introduced to select load types. Then the load combination of the project was defined. Besides, the whole-process structural analysis for towage, installation, and on-site service was carried out by finite element method, verifying the reliability of the platform.
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    • References(28)
  • [1]
    PéREZ FERNáNDEZ R, LAMAS PARDO M. Offshore concrete structures [J]. Ocean Engineering, 2013, 58: 304-316.
    [2]
    A K HAUG, and S FJELD, A floating concrete platform hull made of lightweight aggregate concrete [J], Engineering Structures 18, 11831836(1996).
    [3]
    M D ESTEBAN, B COUÑAGO, and J S LÓPEZ-GUTIÉRREZ, et al.Gravity based support structures for offshore wind turbine generators: Review of the installation process [J], Ocean Engineering 110, 281291(2015).
    [4]
    S HELLAND, R AARSTEIN, and M MAAGE, In-field performance of North Sea offshore platforms with regard to chloride resistance [J], Structural Concrete 11, 11524(2010).
    [5]
    STORMYR E, EGGE M, KHAN A, et al. GBS LNG Solution for Shallow Arctic Regions [C]//Arctic Technology Conference. St. John's, Newfoundland and Labrador: Offshore Technology Conference, 2016: 1-9.
    [6]
    RAVEN J, MAUGHAN J, PINNERøD E, et al. Concrete GBS LNG Solution for Shallow Arctic Regions [C]//Arctic Technology Conference. Houston, Texas: Offshore Technology Conference, 2014: 1-7.
    [7]
    LI H, DANG X, ZHU K, et al. Review and Outlook on Arctic Offshore Facilities & Technologies [C]//Arctic Technology Conference Copenhagen, Denmark: Offshore Technology Conference, 2015:1-24.
    [8]
    Novatek. LNG Construction Center[EB/OL]. [2023-5-27]. https://www.novatek.ru/en/business/cskms/.
    [9]
    Google Earth[EB/OL]. https://earth.google.com.
    [10]
    段梦兰, 方华灿, 陈如恒. 渤海老二号平台被冰推倒的调查结论[J]. 石油矿场机械, 1994(03): 1-4.
    [11]
    R FREDERKING, and D SUDOM, Maximum ice force on the Molikpaq during the April 12, 1986 event [J], Cold Regions Science and Technology 46, 3147166(2006).
    [12]
    ISO. Petroleum and natural gas industries: arctic offshore structures: ISO 19906-2010[S]. Switzerland: International Organization for Standardization, 2010.
    [13]
    许宁. 锥体海洋结构的冰荷载研究[D]. 大连: 大连理工大学, 2011: 47-63.
    [14]
    中国海洋石油总公司. 中国海海冰条件及应用规定: Q/HSn: 3000—2002[S]. 北京: 中国海洋石油总公司, 2002.
    [15]
    屈衍, 张大勇, 许宁, 等. 《中国海冰条件及应用》与ISO 19906冰荷载规定比较[J]. 哈尔滨工程大学学报, 2018, 39(04): 629-634.
    [16]
    中国船级社. 海上移动平台入级规范[S]. 北京: 2020.
    [17]
    王树青, 梁丙臣. 海洋工程波浪力学[M]. 青岛: 中国海洋大学出版社, 2013.
    [18]
    交通部第一航务工程勘察设计院. 海港工程设计手册[M]. 北京: 人民交通出版社, 1994.
    [19]
    中国船级社. 海上平台入级与建造规范[S]. 北京: 1992.
    [20]
    ISO. Petroleum and natural gas industries-Specific requirements for offshore structures-Part 1: Metocean design and operating considerations: ISO 19901-1-2015[S]. Switzerland: International Organization for Standardization, 2015.
    [21]
    ISO. Petroleum and natural gas industries-Concrete offshore structures: ISO 19903-2019[S]. Switzerland: International Organization for Standardization, 2019.
    [22]
    DNV. Environmental conditions and environmental loads: DNVGL-RP-C205[S]. Norway: Det Norske Veritas, 2019.
    [23]
    DNV. Offshore Concrete Structures: DNV-OS-C502[S]. Norway: Det Norske Veritas, 2007.
    [24]
    DNV. Concrete LNG terminal structures and containment systems: DNV-Os-C503[S]. Norway: Det Norske Veritas, 2010.
    [25]
    API. Planning, Designing, and Constructing Structures and Pipelines for Arctic Conditions: API RP 2N [S]. Washington: API Publishing Services, 2015.
    [26]
    CEN. Design of concrete structures: EN 1992-1-1-2004[S]. Brussel: Europe Committee for Standardization, 2004.
    [27]
    中华人民共和国住房和城乡建设部. 混凝土结构设计规范: GB 50010—2010[S]. 北京: 中国建筑工业出版社, 2010.
    [28]
    WIDIANT O, CHICHESTER J, YOUNAN A, et al. Hebron platform: innovative design and efficient execution [C]//Arctic Technology Conference. Houston, Texas: 2018: 1-21.
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