title: Ð¡ÑÐ°ÑÐ¸Ð¾Ð½Ð°ÑÐ½ÑÐ¹ Ð¼Ð¾ÑÑÐºÐ¾Ð¹ Ð»ÐµÐ´Ð¾ÑÑÐ¾Ð¹ÐºÐ¸Ð¹ Ð¾ÑÐ³ÑÑÐ·Ð¾ÑÐ½ÑÐ¹ ÑÐµÑÐ¼Ð¸Ð½Ð°Ð»
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Stationary offshore ice-resistant loading terminal
Creators: name: Ð¡Ð°Ð²ÐµÐ»ÑÐµÐ²Ð°, ÐÐ¸ÐºÑÐ¾ÑÐ¸Ñ
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2024
Subjects: Ð²Ð½ÐµÑÐ½Ð¸Ðµ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸
Ð»ÐµÐ´Ð¾Ð²Ð°Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ°
ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ
Ð¼ÐµÑÐ¾Ð´Ñ ÑÐ°ÑÑÐµÑÐ°
ÐÑÐºÑÐ¸ÐºÐ°
ÑÑÐ°ÑÐ¸Ð¾Ð½Ð°ÑÐ½ÑÐ¹ Ð¼Ð¾ÑÑÐºÐ¾Ð¹ Ð»ÐµÐ´Ð¾ÑÑÐ¾Ð¹ÐºÐ¸Ð¹ Ð¾ÑÐ³ÑÑÐ·Ð¾ÑÐ½ÑÐ¹ ÑÐµÑÐ¼Ð¸Ð½Ð°Ð»
external loads
ice load
stability
methods of calculation
Arctic
stationary offshore ice-resistant loading terminal

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description: The object of this study is a stationary offshore ice-resistant loading terminal. The aim of the work is to select a method for calculating ice loads and to determine the ice loads from level ice fields on the specified structure, with the subsequent identification of the calculation method that most closely matches the field data. The relevance of the project is due to the absence of a unified methodological approach for calculating ice loads on Arctic offshore structures. The development of the Arctic is a priority of Russian policy as outlined in the Presidential Decree Â«On the Strategy for the Development of the Arctic Zone of the Russian Federation and Ensuring National Security for the Period up to 2035Â». For the assessment of calculation methods, a stationary offshore ice-resistant loading terminal was selected. The chosen SOILT design has not been implemented in practice. Before beginning the calculations of ice impacts, the stability and buoyancy of this structure were verified. Ice loads on the SOILT were determined using various calculation methods. Both regulatory and numerical methods were presented and compared with field data to identify the method that most closely aligns with the field data. In the final part of the work, a conclusion is made regarding the correspondence of the considered methods to the field data and the feasibility of applying specific calculation methods to the given structure.