title: ÐÐ°Ð´ÐµÐ¶Ð½Ð¾ÑÑÑ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¿ÑÐ¸ Ð¸Ð½Ð¶ÐµÐ½ÐµÑÐ½ÑÑ ÑÐ°ÑÑÐµÑÐ°Ñ
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Reliability of building structures in engineering calculations
Creators: name: ÐÑÐ»Ð¸Ð³Ð¸Ð½, ÐÐ¼Ð¸ÑÑÐ¸Ð¹
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: 2022
Subjects: Ð½Ð°Ð´ÐµÐ¶Ð½Ð¾ÑÑÑ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹
Ñ Ð°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ¸ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸
reliability of building structures
safety characteristics

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description: The subject of the graduate qualification work is "Reliability of building structures in engineering calculations."The given work is devoted to the study of the influence of load values ââon the reliability of building structures.Tasks that were solved in the course of the study:1. Selection of optimal methods for calculating the reliability of building structures based on the analysis of domestic and foreign research and regulatory documentation;2. Perform calculations of the building frames under consideration in the SCAD PC using the limit state method when collecting loads using deterministic and probabilistic methods;3. Substantiate the reliability of building structures by comparative calculations on the example of the selected structural schemes of buildings;4. Perform an assessment of the economic efficiency of applying the probabilistic method of calculation when collecting loads;5. Perform an assessment of the reliability of design schemes for industrial and small-sized buildings according to the method of Rzhanitsyn A.R.As a result, the use of a probabilistic method for collecting loads allows us to review the reliability of building structures from a 50-year period to a period equal to the life of the building, without reducing the reliability of the entire system and its individual elements over a selected period of time. This makes it possible to reduce the material intensity of structures of small-sized buildings, for which the consequences of failure and the relative cost of safety measures are much less compared to large-sized structural schemes, in which the use of this method is less appropriate and does not provide significant change.