title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐ¼Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÐ¼Ð¸
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: Business center building with cantilever structures
Creators: name: Ð¨Ð¸Ð»Ð¸Ð½, ÐÐ²Ð°Ð½
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: 2023
Subjects: ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
construction
high-rise building
business center
cantilever structures
unique building

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐ¼Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÐ¼Ð¸Â»Â  Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ: ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¼ Ð·Ð°Ð´Ð°Ð½Ð¸ÐµÐ¼ Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÑÐ¾Ð³Ð»Ð°ÑÐ½Ð¾ ÐÐ¾ÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸Ñ ÐÑÐ°Ð²Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð Ð¤ Ð¾Ñ 16 ÑÐµÐ²ÑÐ°Ð»Ñ 2008 Ð³. â87 Â«Ð ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÐ°Ð·Ð´ÐµÐ»Ð¾Ð² Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð¸ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÑ Ðº Ð¸Ñ ÑÐ¾Ð´ÐµÑÐ¶Ð°Ð½Ð¸ÑÂ».Â  ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ Ð´ÐµÑÑÐµÐ»ÑÐ½Ð¾ÑÑÑ Ð·Ð°ÐºÐ»ÑÑÐ°ÐµÑÑÑ Ð² Ð¾ÑÐµÐ½ÐºÐµ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ð¸ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÐºÐ¾Ð½ÑÐ¾Ð»Ð¸ Ð´Ð»Ñ ÐºÐ¾Ð¼Ð¿ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð¸Ð·Ð³Ð¸Ð±Ð°ÑÑÐ¸Ñ Ð¼Ð¾Ð¼ÐµÐ½ÑÐ¾Ð² Ð² Ð¿Ð»Ð¸ÑÐµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ. ÐÐ°Ð´Ð°ÑÐ¸ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: â¢ ÐÐ·ÑÑÐ¸ÑÑ Ð¿ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¸Ð¹ Ð¾Ð¿ÑÑ Ð¿Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÐ¼Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÐ¼Ð¸; â¢ Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°ÑÑ Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÑÑ Ð¼Ð¾Ð´ÐµÐ»Ñ Ð·Ð´Ð°Ð½Ð¸Ñ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SCAD Soft; â¢ ÐÑÐ¾Ð¸Ð·Ð²ÐµÑÑÐ¸ ÑÐ°ÑÑÐµÑÑ Ð½ÐµÑÐºÐ¾Ð»ÑÐºÐ¸Ñ ÑÐ°ÑÑÑÑÐ½ÑÑ ÑÑÐµÐ¼ Ð½Ð° Ð¿Ð¾ÑÑÐ¾ÑÐ½Ð½ÑÐµ, Ð´Ð»Ð¸ÑÐµÐ»ÑÐ½ÑÐµ Ð¸ ÐºÑÐ°ÑÐºÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÐµ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸; â¢ ÐÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÑÐ°ÑÑÐµÑÐ°, Ð²ÑÐ¿Ð¾Ð»Ð½Ð¸Ð² ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ð¹ Ð¸Ð·Ð³Ð¸Ð±Ð°ÑÑÐ¸Ñ Ð¼Ð¾Ð¼ÐµÐ½ÑÐ¾Ð² Ð² Ð¿Ð»Ð¸ÑÐ°Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÑ Ð¸ Ð±ÐµÐ· Ð½ÐµÑ. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¸ ÑÐ¾Ð·Ð´Ð°Ð½Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿Ð¾ÑÑÐ¸ÑÐ°Ð½Ñ Ð´Ð²Ðµ ÑÐ°ÑÑÑÑÐ½ÑÐµ Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ¸Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐ¼Ð¸ ÑÐ¸Ð¿Ð°Ð¼Ð¸ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹: Ð¿ÐµÑÐ²ÑÐ¹ ÑÐ¸Ð¿ â Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÑ Ð²ÑÐ»ÐµÑÐ¾Ð², Ð²ÑÐ¾ÑÐ¾Ð¹ ÑÐ¸Ð¿ â Ð±ÐµÐ· ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÑ Ð²ÑÐ»ÐµÑÐ¾Ð² Ñ ÑÐµÐ»ÑÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð² Ð¿Ð»Ð¸ÑÐµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÐ¾ÑÐºÐ¸ Ð·ÑÐµÐ½Ð¸Ñ.
description: Topic of the final qualification work: "Business center building with cantilever structures" Purpose of the work: development of design documentation for the construction of a high-rise building of a business center in accordance with the terms of reference for the design and in accordance with the Decree of the Government of the Russian Federation of February 16, 2008 â 87 "On the composition of sections of design documentation and requirements for their content." The research activity consists in evaluating the effectiveness of the use of the cantilever to compensate for bending moments in the floor slab. Research objectives: â¢ Learn practical experience in the design of buildings with cantilever structures; â¢ Develop an analytical model of the building in the SCAD Soft software package; â¢ Perform calculations of several design schemes for permanent, long-term and short-term loads; â¢ Analyze the calculation results by comparing the values of bending moments in floor slabs with and without cantilevers. In the work, two analytical models were created and calculated with different types of reinforced concrete floors: the first type - using cantilevered overhangs, the second type - without cantilevered overhang in order to determine the effectiveness of the use of cantilever structures in the floor slab from a constructive point of view.