title: 30-ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð°ÑÑÑÐ¸Ð³ÐµÑ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: 30-storey building of a business center with outrigger structures
Creators: name: ÐÐ°ÑÐºÐµÐ²Ð¸Ñ, ÐÑÐµÐ²Ð¾Ð»Ð¾Ð´
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: Ð¿ÑÐ¾Ð³ÑÐµÑÑÐ¸ÑÑÑÑÐµÐµ Ð¾Ð±ÑÑÑÐµÐ½Ð¸Ðµ
ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ
Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½ÑÐ¹ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½
Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ
Ð±Ð°Ð»ÐºÐ¸
progressive cavity
stability
solid reinforced concrete
slabs
beams

description: Ð Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð°Ñ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ñ Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ 30- ÑÐ¸ ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð°ÑÑÑÐ¸Ð³ÐµÑÐ½ÑÐ¼Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÐ¼Ð¸. ÐÑÐ¾ÐµÐºÑÐ½Ð°Ñ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ñ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð° Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ ÐÐ°Ð´Ð°Ð½Ð¸Ñ Ð½Ð° Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ðµ ÐÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð¸ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸Ð¹ ÐÐ¾ÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸Ñ ÐÑÐ°Ð²Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð Ð¾ÑÑÐ¸Ð¹ÑÐºÐ¾Ð¹ Ð¤ÐµÐ´ÐµÑÐ°ÑÐ¸Ð¸ â87 Â«Ð ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÐ°Ð·Ð´ÐµÐ»Ð¾Ð² ÐÐ Ð¸ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ðº Ð¸Ñ ÑÐ¾Ð´ÐµÑÐ¶Ð°Ð½Ð¸ÑÂ». Ð ÑÐ°Ð¼ÐºÐ°Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð° ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ Ð¿ÑÐ¸ ÑÑÐ»Ð¾Ð²Ð¸Ð¸ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ñ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ðº Ð¿ÑÐ¾Ð³ÑÐµÑÑÐ¸ÑÑÑÑÐµÐ¼Ñ Ð¾Ð±ÑÑÑÐµÐ½Ð¸Ñ. ÐÐ°Ð´Ð°ÑÐ¸, ÑÐµÑÐ°ÐµÐ¼ÑÐµ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: - Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¸ Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ ÐºÐ¾Ð½ÐµÑÐ½Ð¾-ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ½ÑÑ ÑÑÐµÐ¼ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ ÐÐ¸Ð·Ð½ÐµÑ- ÑÐµÐ½ÑÑÐ° Ð² ÐÐ SCAD Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÑÐ¼Ð¸ ÑÐ°Ð·Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð°. - Ð Ð°ÑÑÐµÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½ÑÑ ÑÑÐµÐ¼ Ðº Ð¿ÑÐ¾Ð³ÑÐµÑÑÐ¸ÑÑÑÑÐµÐ¼Ñ Ð¾Ð±ÑÑÑÐµÐ½Ð¸Ñ. - ÐÐ¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ, Ð½Ð°Ð¿ÑÐ°Ð²Ð»ÐµÐ½Ð½ÑÐµ Ð½Ð° Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ðµ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ðº Ð¿ÑÐ¾Ð³ÑÐµÑÑÐ¸ÑÑÑÑÐµÐ¼Ñ Ð¾Ð±ÑÑÑÐµÐ½Ð¸Ñ. - Ð¡Ð²Ð¾Ð´Ð½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð². Ð ÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð¼ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½ÑÐ¹ Ð¿ÑÐ¾ÐµÐºÑ 30-ÑÐ¸ ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð±Ð¸Ð·Ð½ÐµÑ- ÑÐµÐ½ÑÑÐ° Ñ Ð°ÑÑÑÐ¸Ð³ÐµÑÐ½ÑÐ¼Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÐ¼Ð¸ Ð¸ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°Ð±Ð¾ÑÐ¾Ð¹ Ñ Ð¿Ð¾Ð´Ð±Ð¾ÑÐ¾Ð¼ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ Ð´Ð»Ñ Ð·Ð´Ð°Ð½Ð¸Ñ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾Ð³Ð¾ Ðº Ð¿ÑÐ¾Ð³ÑÐµÑÑÐ¸ÑÑÑÑÐµÐ¼Ñ Ð¾Ð±ÑÑÑÐµÐ½Ð¸Ñ. ÐÐ¾ Ð¸ÑÐ¾Ð³Ð°Ð¼ ÑÐ°Ð±Ð¾ÑÑ Ð¼Ð¾Ð¶Ð½Ð¾ ÑÐ´ÐµÐ»Ð°ÑÑ Ð²ÑÐ²Ð¾Ð´ Ð¾ Ð¿ÐµÑÑÐ¿ÐµÐºÑÐ¸Ð²Ð°Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ Ð¿ÐµÑÐµÐ¼ÐµÐ½Ð½Ð¾Ð¹ Ð²ÑÑÐ¾ÑÑ Ð´Ð»Ñ Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹, ÐºÐ¾Ð½ÑÑÑÑÐ¸ÑÑÐµÐ¼ÑÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²ÑÐ¼Ð¸ Ðº Ð¿ÑÐ¾Ð³ÑÐµÑÑÐ¸ÑÑÑÑÐµÐ¼Ñ Ð¾Ð±ÑÑÑÐµÐ½Ð¸Ñ.
description: In the thesis work, design documentation was developed for the construction of a 30-storey business center building with outrigger structures. The project documentation was developed on the basis of the Assignment for the Final Qualification Work and the requirements of the Government of the Russian Federation Decree No. 87 âOn the composition of sections of the PD and requirements for their contentâ. A part of the research is comparative analysis of the most efficient type of floor installation that maintains the building resistant to progressive collapse. Tasks resolved by the research: - Development and composition of finite element diagrams of a high-rise building of the Business Center in the SCAD with floors of various types. - Calculation of the developed schemesâ stability to progressive collapse. - Definition of constructive measures ensuring the buildingâs stability against progressive collapse. - Consolidated analysis of the obtained results. The result of the work is the developed project of a 30-storey business center building with outrigger structures and research work focused on selection of the optimal flooring arrangement for a building resistant to progressive collapse. Based on the results of the work, it can be concluded that there are prospects for using variable height floors in high-rise buildings designed to be resistant to progressive collapse.