title: ÐÐÐ¡ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÑÑÐ²Ð¾Ð»Ð¾Ð² Ð´ÑÐ¼Ð¾Ð²ÑÑ ÑÑÑÐ± Ð¸Ð· Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½ÑÑ Ð±ÐµÑÐ¾Ð½Ð¾Ð² Ð¿ÑÐ¸ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½Ð¾-Ð²Ð»Ð°Ð¶Ð½Ð¾ÑÑÐ½ÑÑ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ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ÐµÐ»ÐµÐ½ÑÑÐµÐ², ÐÐ»ÐµÐºÑ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: 2016
Subjects: ÐÐµÑÐ¾Ð½ Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½ÑÐ¹
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ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ°Ñ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÑ
ÑÐ¸ÑÐ»ÐµÐ½Ð½ÑÐµ Ð°Ð½Ð°Ð»Ð¸Ð·
ÑÐ°ÑÑÐµÑÐ½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ
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description: Ð ÑÐ°Ð±Ð¾ÑÐµ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÑÑÑ Ð²Ð¾Ð¿ÑÐ¾Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½ÑÑ Ð¼Ð¾Ð´Ð¸ÑÐ¸ÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÑ Ð±ÐµÑÐ¾Ð½Ð¾Ð² Ð¿ÑÐ¸ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð±Ð°ÑÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð°, Ð¿Ð¾Ð´Ð²ÐµÑÐ¶ÐµÐ½Ð½ÑÑ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½Ð¾-Ð²Ð»Ð°Ð¶Ð½Ð¾ÑÑÐ½ÑÐ¼ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸ÑÐ¼, Ð½Ð° Ð¿ÑÐ¸Ð¼ÐµÑÐµ Ð´ÑÐ¼Ð¾Ð²ÑÑ ÑÑÑÐ±. ÐÐ°Ð¼ÐµÐ½Ð° ÑÑÐ°Ð´Ð¸ÑÐ¸Ð¾Ð½Ð½Ð¾ Ð¿ÑÐ¸Ð¼ÐµÐ½ÑÐµÐ¼ÑÑ Ð´Ð»Ñ ÑÐ°ÐºÐ¸Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð±ÐµÑÐ¾Ð½Ð¾Ð² Ð½Ð° Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½ÑÐµ Ð¿Ð¾Ð·Ð²Ð¾Ð»Ð¸Ñ ÑÐ¼ÐµÐ½ÑÑÐ¸ÑÑ ÑÐ¾Ð»ÑÐ¸Ð½Ñ ÑÑÐµÐ½Ð¾Ðº Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ Ð¾Ð±Ð¾Ð»Ð¾ÑÐµÐº ÑÑÐ²Ð¾Ð»Ð¾Ð², ÑÐ½Ð¸Ð·Ð¸ÑÑ Ð¼Ð°ÑÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹, Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð½Ð° ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ Ð¸ Ð³ÑÑÐ½ÑÐ¾Ð²Ð¾Ðµ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÐ¼ÐµÐ½ÑÑÐ¸ÑÑ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½ÑÐµ Ð¿ÐµÑÐµÐ¿Ð°Ð´Ñ Ð¸, ÐºÐ°Ðº ÑÐ»ÐµÐ´ÑÑÐ²Ð¸Ðµ, ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½ÑÐµ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð½Ð°ÑÑÐ½ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ð¿Ð¾ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½Ð¾-Ð²Ð»Ð°Ð¶Ð½Ð¾ÑÑÐ½ÑÑ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹ Ð½Ð° Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ½ÑÐµ Ð¸ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐµ ÑÐ²Ð¾Ð¹ÑÑÐ²Ð° Ð¾Ð±ÑÑÐ½ÑÑ ÑÑÐ¶ÐµÐ»ÑÑ Ð¸ Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½ÑÑ Ð¼Ð¾Ð´Ð¸ÑÐ¸ÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÑ Ð±ÐµÑÐ¾Ð½Ð¾Ð² Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÑÑÐ¸Ð¹ ÑÐ´ÐµÐ»Ð°ÑÑ Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ ÑÑÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ð¼ Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ²Ðµ Ð¿Ð¾ÑÐ»ÐµÐ´Ð½Ð¸Ñ. ÐÐ¾Ð´Ð¾Ð±ÑÐ°Ð½ Ð¼ÐµÑÐ¾Ð´ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÐ¸ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° ÐÐÐ Ð-Ð¡ÐÐÐ . ÐÑÐ¸Ð²ÐµÐ´ÐµÐ½Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÑÑÐ²Ð¾Ð»Ð¾Ð² Ð´ÑÐ¼Ð¾Ð²ÑÑ ÑÑÑÐ± H=250 Ð¼ Ð¸ H=90 Ð¼ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð², Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐ¾ÑÐ½Ð¾ Ð¾ÑÑÐ°Ð¶Ð°ÑÑÐ¸Ðµ Ð¸Ñ ÑÐ°Ð±Ð¾ÑÑ Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½Ð¾-Ð²Ð»Ð°Ð¶Ð½Ð¾ÑÑÐ½ÑÑ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹. ÐÐ¾ÐºÐ°Ð·Ð°Ð½Ð° ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½ÑÑ Ð±ÐµÑÐ¾Ð½Ð¾Ð² Ð½Ð° Ð¿ÑÐ¸Ð¼ÐµÑÐ°Ñ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÑÐ²Ð¾Ð»Ð¾Ð² Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ Ð´ÑÐ¼Ð¾Ð²ÑÑ ÑÑÑÐ±, Ð¿Ð¾Ð´Ð²ÐµÑÐ³Ð°ÑÑÐ¸ÑÑÑ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸ÑÐ¼ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½ÑÑ Ð¸ Ð²Ð»Ð°Ð¶Ð½Ð¾ÑÑÐ½ÑÑ Ð¿ÐµÑÐµÐ¿Ð°Ð´Ð¾Ð².
description: This work considers the use of high-strength modified concretes for erection of tower type buildings that are affected by temperature and humidity based on example of chimneys. Replacing traditionally used concretes for such structures to high-strength concretes will reduce:the thickness of walls of reinforced concrete shells ofshafts, the mass of structures, the loading on the foundation and thebasement, and also the replacing is used for reducing the temperature drops and thereaftertemperature stresses. The analysis of researches of the temperature and humidity affection on strength and deformation properties of traditional heavy and high-strength modified concretes is carried out. This analysis leads to the conclusion that a high-strength modified concrete hassignificant advantages comparing to traditional heavy concretes. The method for numerical analysis of stress-strain state is chosen.It takes into account physical nonlinearity using software complex LIRA-SAPR. The results of the calculation of stress-strain state of the reinforced concrete shafts of chimneys withparameterof height H = 250 m, 90 m are given. This calculation is provided with using of finite element method that most accurately reflects theoperation of these structures in terms of temperature and humidityexposure. The efficiency of the use of high-strength concretes is showed, using examples of the erection of the reinforced concrete shafts of chimneys, that are exposed to temperature and humidity drops.