title: ÐÐ½Ð¾Ð³Ð¾ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½Ð¾Ðµ Ð¾Ð±ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ñ Ð±Ð¾Ð»ÑÑÐµÐ¿ÑÐ¾Ð»ÐµÑÐ½ÑÐ¼ Ð¿Ð¾ÐºÑÑÑÐ¸ÐµÐ¼
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: The multi-functional public building with long span covering
Creators: name: ÐÑÐ»ÑÐºÐ¾Ð²Ð°, 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: 2022
Subjects: Ð±Ð¾Ð»ÑÑÐµÐ¿ÑÐ¾Ð»ÑÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÐµ ÐºÑÐ¾Ð²Ð»Ð¸
ÐºÑÐ¿Ð¾Ð»
Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ñ ÐºÑÐ¿Ð¾Ð»ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÑÐ°Ð»ÑÐ½ÑÐµ ÑÐµÑÐ¼Ñ
Ð¿ÑÐ¾Ð³Ð¾Ð½Ñ
Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÑÐ¼ÐºÐ¾ÑÑÑ
ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÑ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ
long span construct
translucent roof
dome
optimization of dome construction
steel trusses
binding rafters
metal consumption
construction cost

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ½Ð¾Ð³Ð¾ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½Ð¾Ðµ Ð¾Ð±ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ñ Ð±Ð¾Ð»ÑÑÐµÐ¿ÑÐ¾Ð»ÐµÑÐ½ÑÐ¼ Ð¿Ð¾ÐºÑÑÑÐ¸ÐµÐ¼Â». ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ð¸ Ð±Ð¾Ð»ÑÑÐµÐ¿ÑÐ¾Ð»ÑÑÐ½Ð¾Ð¹ ÐºÑÐ¿Ð¾Ð»ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸. ÐÐ¾Ð¿ÑÐ¾ÑÑ, ÑÐ²ÑÐ·Ð°Ð½Ð½ÑÐµ Ñ Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸ÐµÐ¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÑÐ¾Ð²ÐµÐ»ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ (Ð¡ÐÐ), Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐ¾ÑÐ½Ð¾ Ð¿ÑÐ¾ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ Ð¸ Ð½Ðµ Ð¿Ð¾Ð´ÐºÑÐµÐ¿Ð»ÐµÐ½Ñ Ð¿ÑÐ¸Ð¼ÐµÑÐ°Ð¼Ð¸, ÑÑÐ¾ Ð¾Ð±ÑÑÐ»Ð°Ð²Ð»Ð¸Ð²Ð°ÐµÑ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÑ Ð´Ð°Ð»ÑÐ½ÐµÐ¹ÑÐ¸Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ð² ÑÐ°ÑÑÐ¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¡ÐÐ. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: Ð²ÑÐ±Ð¾Ñ ÐºÑÐ¸ÑÐµÑÐ¸ÐµÐ² Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ð¸; Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ; Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¾Ð±ÑÐµÐºÑÐ° Ð¸ ÐºÑÐ¿Ð¾Ð»Ð° Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ; ÑÐ°ÑÑÐµÑ Ð¸ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹. Ð ÑÐ°Ð¼ÐºÐ°Ñ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ Ð¸ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ñ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐµ ÐºÑÐ¸ÑÐµÑÐ¸Ð¸ Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ð¸ Ð¡ÐÐ, Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÑÐ½ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ ÑÐµÐ¼Ð¸ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÐºÑÐ¿Ð¾Ð»Ð° Ñ ÑÐ°Ð·Ð½ÑÐ¼ ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸ÐµÐ¼ Ð¿ÑÐ¾Ð³Ð¾Ð½Ð¾Ð² Ð¸ ÐºÑÐµÑÑÐ¾Ð²ÑÑ ÑÐ²ÑÐ·ÐµÐ¹ Ð¼ÐµÐ¶Ð´Ñ ÑÐµÑÐ¼Ð°Ð¼Ð¸. ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÑÐ°ÑÑÑÑÐ¾Ð² Ð±ÑÐ»Ð¾ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¹, Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð¸ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹, ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÑ Ð¸ Ð´Ð»Ð¸ÑÐµÐ»ÑÐ½Ð¾ÑÑÑ Ð¸Ñ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼ÑÐµ Ð´Ð»Ñ ÑÑÐ¾Ð³Ð¾ ÑÑÑÐ´Ð¾Ð·Ð°ÑÑÐ°ÑÑ. ÐÑÑÐ²Ð»ÐµÐ½Ð¾, ÑÑÐ¾ Ð²ÑÐµ Ð²Ð°ÑÐ¸Ð°Ð½ÑÑ Ð´Ð°ÑÑ Ð±Ð»Ð¸Ð·ÐºÐ¸Ðµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð¿Ð¾ Ð²ÐµÑÑÐ¸ÐºÐ°Ð»ÑÐ½ÑÐ¼ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸ÑÐ¼ Ð¸ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ°Ð¼ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð¸ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸. Ð ÐºÐ°ÑÐµÑÑÐ²Ðµ ÑÐ°Ð¼Ð¾Ð³Ð¾ Ð²Ð°Ð¶Ð½Ð¾Ð³Ð¾ ÐºÑÐ¸ÑÐµÑÐ¸Ñ Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð¾Ð²Ð°Ð½Ð° Ð¾Ð±ÑÐ°Ñ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÑ ÐµÑ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ, Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¿ÑÐµÐ´Ð¿Ð¾ÑÑÐ¸ÑÐµÐ»ÑÐ½ÑÐ¼ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð¼ Ð±ÑÐ» Ð²ÑÐ±ÑÐ°Ð½ ÐºÑÐ¿Ð¾Ð» Ñ ÑÑÐµÐ¼Ñ ÐºÐ¾Ð»ÑÑÐ°Ð¼Ð¸ Ð¿ÑÐ¾Ð³Ð¾Ð½Ð¾Ð² Ð¸ ÐºÑÐµÑÑÐ¾Ð²ÑÑ ÑÐ²ÑÐ·ÐµÐ¹.
description: The subject of the graduation qualification work is Â«The multi-functional public building with long span coveringÂ». This work is devoted to optimization of long span dome construction. Issues related to the optimization of translucent roof structures are not sufficiently developed and are not supported by examples. This necessitates further research in terms of constructive solutions for translucent roof structures. The research set the following goals:choice of optimization criteria;substantiation of the design solution; modeling of the building and the dome in the software package; calculation and comparison of design options. As part of the work, the main criteria for optimizing translucent roof structures were identified and justified, a static calculation of seven dome design options with different arrangements of binding rafters and cross ties between trusses was made. Based on the calculation results, deformations strength and stability of structures, the cost and duration of their construction, as well as the labor costs required were compared. It was revealed that all options give similar amount ââof vertical displacements and utilization factors for strength and stability. As the most important criterion for the design optimization, the total cost of its construction is recommended. A dome with three rings of binding rafters and cross connections was chosen as the most preferred option.