title: ÐÐ»Ð°Ð²ÑÑÐµÐµ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ°Ð´Ð¸Ð¾Ð»Ð¾ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÑÐ°Ð½ÑÐ¸Ð¸ Ð¼Ð¾ÑÑÐºÐ¾Ð³Ð¾ Ð±Ð°Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ
title: Ð¼Ð°Ð³Ð¸ÑÑÐµÑÑÐºÐ°Ñ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ñ
titleType: Subtitle
Creators: name: Ð¢ÐµÑÐ»ÑÑÑÐº, ÐÐ»Ñ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: 2016
Subjects: ÐÐ¸Ð´ÑÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð¼Ð¾ÑÑÐºÐ¸Ðµ
Ð Ð°Ð´Ð¸Ð¾Ð»Ð¾ÐºÐ°ÑÐ¸Ð¾Ð½Ð½ÑÐµ ÑÑÐ°Ð½ÑÐ¸Ð¸
ÐÐ°ÑÐµÐ¼Ð°ÑÐ¸ÑÐµÑÐºÐ¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
Ð·Ð°ÑÐºÐ¾ÑÐµÐ½Ð½ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
Ð¿Ð»Ð°Ð²ÑÑÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
Ð¿Ð»Ð°ÑÑÐ¾ÑÐ¼Ñ
anchored structures
floating structures
platform

description: Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ: ÑÐ¾Ð·Ð´Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð½ÑÐµÐ¿ÑÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ° Ð¿Ð»Ð°Ð²ÑÑÐµÐ³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾Ð´ ÑÐ°Ð´Ð¸Ð¾Ð»Ð¾ÐºÐ°ÑÐ¸Ð¾Ð½Ð½ÑÑ ÑÑÐ°Ð½ÑÐ¸Ñ Ð´Ð°Ð»ÑÐ½ÐµÐ³Ð¾ Ð¾Ð±Ð½Ð°ÑÑÐ¶ÐµÐ½Ð¸Ñ. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½ÑÑ Ð¼ÐµÑÑ ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ ÐºÐ°Ðº Ð½Ð° ÑÑÑÐµ, ÑÐ°Ðº Ð¸ Ð½Ð° Ð²Ð¾Ð´Ðµ; Ð²ÑÐ±ÑÐ°Ð½Ñ ÑÐ¸Ð¿ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¸ Ð²Ð¸Ð´ ÑÐ¸ÑÑÐµÐ¼Ñ ÑÐ´ÐµÑÐ¶Ð°Ð½Ð¸Ñ; Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÐµ Ð²ÐµÑÑÐ¾-Ð²Ð¾Ð»Ð½Ð¾Ð²ÑÐµ ÑÑÐ»Ð¾Ð²Ð¸Ñ Ð´Ð»Ñ Ð²ÑÐ±ÑÐ°Ð½Ð½Ð¾Ð¹ Ð°ÐºÐ²Ð°ÑÐ¾ÑÐ¸Ð¸; ÑÑÐ¾ÑÐ½ÐµÐ½Ñ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¸Ðµ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº Ð¿Ð»Ð°Ð²ÑÑÐµÐ³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ; ÑÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ñ Ð¾Ð³ÑÐ°Ð½Ð¸ÑÐµÐ½Ð¸Ñ Ð½Ð° ÑÐ³Ð»Ñ ÐºÑÐµÐ½Ð°/Ð´Ð¸ÑÑÐµÑÐµÐ½ÑÐ° Ð´Ð»Ñ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ñ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾Ð¹ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð² ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐµÐ¶Ð¸Ð¼Ð°Ñ Ð¸ÑÑÐ¾Ð´Ñ Ð¸Ð· ÑÑÑÐ°ÑÐµÐ³Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐµÐ»ÐµÐ¹, Ð²ÑÐ´Ð²Ð¸Ð³Ð°ÐµÐ¼ÑÑ Ð² Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÑÐµÐ¼Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ. Ð¢Ð°ÐºÐ¶Ðµ Ð² ÑÐ°Ð¼ÐºÐ°Ñ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¾ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ Ð¼Ð°ÑÐµÐ¼Ð°ÑÐ¸ÑÐµÑÐºÐ¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¿Ð»Ð°Ð²ÑÑÐµÐ³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾Ð´ Ð´ÐµÐ¹ÑÑÐ²Ð¸ÐµÐ¼ Ð²Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ, ÑÐµÑÐµÐ½Ð¸Ñ Ð¸ Ð²ÐµÑÑÐ°, Ð¿Ð¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÐºÐ¾ÑÐ¾ÑÐ¾Ð³Ð¾ Ð±ÑÐ»Ð¾ Ð¿ÑÐ¸Ð½ÑÑÐ¾ ÑÐµÑÐµÐ½Ð¸Ðµ Ð¾ Ð¼Ð¾Ð´Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¸ ÑÐ¸ÑÑÐµÐ¼Ñ Ð·Ð°ÑÐºÐ¾ÑÐµÐ½Ð¸Ñ. ÐÐ¿Ð¾ÑÐ»ÐµÐ´ÑÑÐ²Ð¸Ð¸ Ð±ÑÐ»Ð° Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð° Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ñ Ð¼Ð¾Ð´Ð¸ÑÐ¸ÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð·Ð°ÑÐºÐ¾ÑÐµÐ½Ð¸Ñ, Ð° Ð¸Ð¼ÐµÐ½Ð½Ð¾ Ð¿Ð¾Ð´Ð¾Ð±ÑÐ°Ð½Ñ Ð½Ð°ÑÐ°Ð»ÑÐ½ÑÐµ Ð½Ð°ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÐºÐ¾ÑÐ½ÑÑ ÑÐ²ÑÐ·ÐµÐ¹ Ð´Ð»Ñ ÑÐµÐ¶Ð¸Ð¼Ð¾Ð² Ð²ÑÐ¶Ð¸Ð²Ð°Ð½Ð¸Ñ Ð¸ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸ Ñ ÑÑÐµÑÐ¾Ð¼ Ð½Ð°ÐºÐ»Ð°Ð´ÑÐ²Ð°ÐµÐ¼ÑÑ Ð¾Ð³ÑÐ°Ð½Ð¸ÑÐµÐ½Ð¸Ð¹. ÐÐ· Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¿Ð»Ð°ÑÑÐ¾ÑÐ¼Ñ Ð² ÑÐµÐ¶Ð¸Ð¼Ð°Ñ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸ Ð¸ Ð²ÑÐ¶Ð¸Ð²Ð°Ð½Ð¸Ñ Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÐµ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ Ð²Ð½ÐµÑÐ½Ð¸Ñ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹, Ð¿ÑÐ¸ ÐºÐ¾ÑÐ¾ÑÑÑ Ð¾Ð±ÐµÑÐ¿ÐµÑÐ¸Ð²Ð°ÐµÑÑÑ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÑ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸ Ð¿Ð»Ð°Ð²ÑÑÐµÐ³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾Ð´ ÑÐ°Ð´Ð¸Ð¾Ð»Ð¾ÐºÐ°ÑÐ¸Ð¾Ð½Ð½ÑÑ ÑÑÐ°Ð½ÑÐ¸Ñ Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð·Ð°Ð´Ð°Ð½Ð½Ð¾Ð¹ Ð°ÐºÐ²Ð°ÑÐ¾ÑÐ¸Ð¸. Ð ÐºÐ¾Ð½ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ ÑÐ´ÐµÐ»Ð°Ð½Ñ Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¿Ð¾Ð´ÑÐ¾Ð´ÑÑÐµÐ¹ ÑÐ¸ÑÑÐµÐ¼Ðµ ÑÐ´ÐµÑÐ¶Ð°Ð½Ð¸Ñ Ð¿Ð»Ð°Ð²ÑÑÐµÐ³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð² ÑÐ¾ÑÐºÐµ Ð´Ð¸ÑÐ»Ð¾ÐºÐ°ÑÐ¸Ð¸ Ð´Ð»Ñ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ñ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸ ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð»Ð°ÑÑÐ¾ÑÐ¼Ñ Ð² ÑÐµÐ¶Ð¸Ð¼Ð°Ñ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸ Ð¸ Ð²ÑÐ¶Ð¸Ð²Ð°Ð½Ð¸Ñ.
description: Objective: creation of conceptual design of the floating base under the radar early warning. During the work an analysis of the possible location of structures on land and on water was conducted; base type and the type of containment system were selected; limits of wind and wave conditions for selected water area were determined; geometric characteristics of the floating base were refined; limits on the roll / trim angles for the safe operation of facilities in various modes on the basis of the strategic objectives put forward in the submitted work were set. Also, the mathematical modeling of the behavior of the floating base under the influence of waves, currents and wind was carried out in the framework of the work, based on which the decision on modification of anchoring system was adopted. Later the optimization of the modified anchoring system was carried out, namely the initial tension of anchor ties for survival and operation modes based on imposed limitations were selected. From the analysis of the platform behavior in the operation and survival modes extreme parameters of external influences at which operational safety of the floating basis under radar station in the conditions of the set water area is ensured were also determined. At the end of the work the conclusions about the the most appropriate containment system of the floating base at the point of dislocation to ensure the safety of the platform in operation and survival modes were made.