title: ÐÐµÑÐ¾Ð´Ð¸ÐºÐ° ÑÐ°ÑÑÐµÑÐ° Ð¼Ð¾Ð´ÑÐ»ÑÐ½ÑÑ Ð¾Ð¿Ð¾ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÐÐ­Ð£ Ð´Ð»Ñ ÑÑÐ»Ð¾Ð²Ð¸Ð¹ ÐÑÐºÑÐ¸ÐºÐ¸
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
Creators: name: ÐÐµÑÑÐ¾Ð², Ð¡ÑÐ°Ð½Ð¸ÑÐ»Ð°Ð²
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: 2020
Subjects: ÐÐµÑÑÐ¾ÑÐ½ÐµÑÐ³ÐµÑÐ¸ÑÐµÑÐºÐ¸Ðµ ÑÑÑÐ°Ð½Ð¾Ð²ÐºÐ¸
Ð²ÐµÑÑÐ¾Ð´Ð¸Ð·ÐµÐ»ÑÐ½Ð°Ñ ÑÐ»ÐµÐºÑÑÐ¾ÑÑÐ°Ð½ÑÐ¸Ñ
Ð²ÐµÑÑÐ¾ÑÐ½ÐµÑÐ³ÐµÑÐ¸ÑÑÐºÐ°Ñ ÑÑÑÐ°Ð½Ð¾Ð²ÐºÐ°
Ð°Ð´Ð°Ð¿ÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐµ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ñ Ð¸ ÑÐµÑ Ð½Ð¾Ð»Ð¾Ð³Ð¸Ð¸
Ð¾Ð¿Ð¾ÑÐ½Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ ÐÐ­Ð£
Ð¼Ð¾Ð´ÑÐ»ÑÐ½ÑÐ¹ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ

description: Ð Ð°Ð±Ð¾ÑÐ° Ð½Ð°Ð¿ÑÐ°Ð²Ð»ÐµÐ½Ð° Ð½Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÑ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾-ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¸Ñ Ð¸ ÐºÐ¾Ð¼Ð¿Ð¾Ð½Ð¾Ð²Ð¾ÑÐ½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¾Ð¿Ð¾ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¼Ð¾Ð´ÑÐ»ÑÐ½Ð¾Ð¹ ÐÐ­Ð£ Ð¼Ð¾ÑÐ½Ð¾ÑÑÑÑ 100 ÐºÐÑ Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ Ð²ÐµÑÑÐ¾Ð´Ð¸Ð·ÐµÐ»ÑÐ½Ð¾Ð¹ ÑÐ»ÐµÐºÑÑÐ¾ÑÑÐ°Ð½ÑÐ¸Ð¸ (ÐÐÐ­Ð¡), ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ¸ÑÑÐµÐ¼Ð¾Ð¹ Ð² Ð°ÑÐºÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð Ð¤. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð° Ð¾ÑÐµÐ½ÐºÐ° ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ ÑÐ½ÐµÑÐ³Ð¾ÑÐ½Ð°Ð±Ð¶ÐµÐ½Ð¸Ñ Ð½Ð° Ð±Ð°Ð·Ðµ ÐÐÐ­Ð¡ Ð² Ð¼Ð¸ÑÐµ Ð¸ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ Ð¿ÐµÑÑÐ¿ÐµÐºÑÐ¸Ð²Ñ Ð¸Ñ ÑÐ°Ð·Ð²Ð¸ÑÐ¸Ñ Ð² Ð Ð¤. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÑÐ½ÐºÐ° ÐÐ­Ð£ ÑÑÐµÐ´Ð½ÐµÐ¹ Ð¼Ð¾ÑÐ½Ð¾ÑÑÐ¸, Ð² ÑÐ¾Ð¼ ÑÐ¸ÑÐ»Ðµ Ð¸ Ð´Ð»Ñ Ð°ÑÐºÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÑÐ»Ð¾Ð²Ð¸Ð¹, ÐºÐ¾ÑÐ¾ÑÑÐ¹ Ð¿Ð¾ÐºÐ°Ð·Ð°Ð» Ð¿Ð¾ÑÑÐ¸ Ð¿Ð¾Ð»Ð½Ð¾Ðµ Ð¾ÑÑÑÑÑÑÐ²Ð¸Ðµ Ð¾ÑÐµÑÐµÑÑÐ²ÐµÐ½Ð½ÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ¾Ðº. ÐÐ¿Ð¸ÑÐ°Ð½ ÑÐ¾ÑÑÐ°Ð² Ð¸ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ Ð¼Ð¾Ð´ÑÐ»ÑÐ½Ð¾Ð¹ ÐÐ­Ð£, Ð²ÑÐ¾Ð´ÑÑÐµÐ¹ Ð² ÑÐ¾ÑÑÐ°Ð² Ð°Ð²ÑÐ¾Ð½Ð¾Ð¼Ð½Ð¾Ð¹ Ð°ÑÐºÑÐ¸ÑÐµÑÐºÐ¾Ð¹ ÐÐÐ­Ð¡, Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ Ð±Ð°ÑÐ½Ð¸ Ð¸ ÑÐ¸ÑÑÐµÐ¼Ñ Ð¿Ð¾Ð´ÑÐµÐ¼Ð°. ÐÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½ Ð¿ÑÐ¸Ð½ÑÐ¸Ð¿ ÑÐ¾Ð·Ð´Ð°Ð½Ð¸Ñ Ð¼Ð¾Ð´ÑÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ°, ÑÐ¾ÑÑÐ¾ÑÑÐµÐ³Ð¾ Ð¸Ð· ÑÑÐ°Ð»ÑÐ½ÑÑ Ð¿Ð¾Ð»ÑÑ Ð¼Ð¾Ð´ÑÐ»ÐµÐ¹: Ð±Ð¾ÐºÐ¾Ð²ÑÑ, ÑÐµÐ½ÑÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¸ Ð²Ð½ÑÑÑÐµÐ½Ð½ÐµÐ³Ð¾, ÑÐ¾ÐµÐ´Ð¸Ð½ÑÐ½Ð½ÑÑ Ð¼ÐµÐ¶Ð´Ñ ÑÐ¾Ð±Ð¾Ð¹ Ð±Ð¾Ð»ÑÐ°Ð¼Ð¸. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð¿Ð¾Ð´Ð±Ð¾Ñ Ð¸ ÑÐ°ÑÑÐµÑ Ð¾Ð¿Ð¾ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÐÐ­Ð£ NPS 100 Arctic Ð¼Ð¾ÑÐ½Ð¾ÑÑÑÑ 100 ÐºÐÑ Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ ÐÐÐ­Ð¡ ÐÐ¾Ð¹Ð´Ð° Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½Ð¾Ð¹ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ ÑÐ°ÑÑÐµÑÐ°. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ ÑÐ¸ÑÑÐ¾Ð²Ð¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° Ð¸ ÑÐ°ÑÑÐµÑ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ ANSYS, ÐºÐ¾ÑÐ¾ÑÑÐ¹ Ð¿Ð¾ÐºÐ°Ð·Ð°Ð», ÑÑÐ¾ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð²ÑÐ´ÐµÑÐ¶Ð¸Ð²Ð°ÐµÑ Ð²Ð¾Ð·Ð½Ð¸ÐºÐ°ÑÑÐ¸Ðµ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸.
description: The work is aimed at developing a methodology for structural-technological and layout solutions of the support structure of a modular wind turbine with a capacity of 100 kW as part of the wind-diesel power plant (WDPP), operated in the Arctic conditions of the Russian Federation. The work assessed the current state of energy supply based on the WDPP in the world and considered the prospects for their development in the Russian Federation. An analysis of the wind turbine market of medium capacity was carried out, including for Arctic conditions, which showed an almost complete absence of domestic developments. The composition and parameters of the modular wind turbine, which is part of the autonomous Arctic WDPP, are described, the design solutions of the tower and the lifting system are justified. The principle of creating a modular foundation, consisting of steel hollow modules: side, central and internal, connected to each other by bolts, is proposed. The selection and calculation of the support structure of NPS 100 Arctic with capacity of 100 kW as a part of Koyda WDPP was carried out based on the developed calculation methodology. The results of digital modeling and calculation of the foundation stress-strain state confirm the operability of the structure and the ability to perceive emerging loads.