title: ÐÐ²ÑÐ¾Ð¼Ð°ÑÐ¸Ð·Ð°ÑÐ¸Ñ ÑÐ°ÑÑÐµÑÐ° ÑÑÐ¸Ð»ÐµÐ½Ð¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ, ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ¸ÑÑÐµÐ¼ÑÑ Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð°Ð³ÑÐµÑÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÑÐµÐ´Ñ
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: Automation of calculation of strengthening of structures of industrial buildings operated in an aggressive environment
Creators: name: ÐÐ»Ð¸Ð·Ð°ÑÐ¾Ð², ÐÐ½Ð´ÑÐµÐ¹
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: 2019
Subjects: ÐÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½ÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ
ÐÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
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ÑÑÐ¸Ð»ÐµÐ½Ð¸Ðµ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ
ÑÑÐ¸Ð»ÐµÐ½Ð¸Ðµ Ð±Ð°Ð»ÐºÐ¸
ÑÑÐ¸Ð»ÐµÐ½Ð¸Ñ Ð² Ð°Ð³ÑÐµÑÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÑÐµÐ´Ðµ

description: Ð Ð½Ð°ÑÐµ Ð²ÑÐµÐ¼Ñ Ð¸Ð¼ÐµÐµÑÑÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð½ÑÐ¹ Ð¾Ð¿ÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ¸ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð´Ð»Ñ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð¸Ñ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¹ Ð¸ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð½Ð° ÑÐ°Ð·ÑÑÑÐµÐ½Ð¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð² Ð°Ð³ÑÐµÑÑÐ¸Ð²Ð½ÑÑ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸, Ð½ÐµÑÐ¼Ð¾ÑÑÑ Ð½Ð° ÑÑÐ¾ Ð±Ð¾Ð»ÑÑÐ¾Ðµ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð¾ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹, ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½ÑÑ Ð¿ÑÐ¸ ÑÑÐ¸Ð»ÐµÐ½Ð¸Ð¸ Ð½Ðµ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ñ Ð² Ð°Ð²ÑÐ¾Ð¼Ð°ÑÐ¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÑ ÑÐ°ÑÑÐµÑÐ°Ñ. Ð¡ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¿Ð¾Ð´Ð¾Ð±Ð½ÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð²ÑÐµÐ¼Ñ ÑÐµÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð±ÑÐ´ÐµÑ ÑÐ¾ÐºÑÐ°ÑÐµÐ½Ð¾ Ð´Ð¾ Ð¼Ð¸Ð½Ð¸Ð¼ÑÐ¼Ð°.
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description: In our time, there is some experience in the development of models of structures to determine their deformation and impact on structural failure in aggressive operating conditions, despite this large number of models developed during the reinforcement were not used in automated calculations. Using such calculations, the reconstruction time will be reduced to a minimum. All this determines the relevance of automation of the calculated analysis of the stress-strain state and durability of concrete structures, taking into account the probabilistic nature of the loading, deformation and aggressive environment. In this paper, the analysis of existing methods of strengthening of reinforced concrete structures was made on the basis of which the most suitable method of strengthening the reinforced concrete structure was chosen. Due to the random nature of the service life of reinforced concrete structures is the most effective use of modern methods of strengthening structures, namely calculations using software systems. On the example of a multi-storey production building of coke sorting of the 2nd stage of the branch "Gorlovsky coke plant", the design of which is used in difficult conditions of power and temperature-humidity effects, the calculations of strengthening of this building were made.