title: ÐÑÑÐ¾ÑÐ½ÑÐ¹ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ Ñ Ð½ÐµÑÑÑÐ¸Ð¼Ð¸ Ð½Ð°ÐºÐ»Ð¾Ð½Ð½ÑÐ¼Ð¸ ÐºÐ¾Ð»Ð¾Ð½Ð½Ð°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: High-rise business center with supporting inclined columns
Creators: name: ÐÑÐ±Ð¾Ð¼Ð¸ÑÑÐºÐ¸Ð¹, ÐÑÑÐµÐ½Ð¸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: 2020
Subjects: Ð½Ð°ÐºÐ»Ð¾Ð½Ð½ÑÐµ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ
ÐºÐ¾ÑÐ¾Ðµ Ð²Ð½ÐµÑÐµÐ½ÑÑÐµÐ½Ð½Ð¾Ðµ ÑÐ¶Ð°ÑÐ¸Ðµ
ÑÐ°ÑÑÐµÑÐ½ÑÐµ Ð¼Ð¾Ð´ÐµÐ»Ð¸
ÑÐ³Ð¾Ð» Ð½Ð°ÐºÐ»Ð¾Ð½Ð° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ
Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ.
inclined columns
oblique eccentric compression
computational models
desihn tilt angle
utilization ration
business center.

description: Ð¢ÐµÐ¼Ð° Ð´Ð°Ð½Ð½Ð¾Ð¹ Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ â Ð²ÑÑÐ¾ÑÐ½ÑÐ¹-Ð±Ð¸Ð·Ð½ÐµÑ ÑÐµÐ½ÑÑ Ñ Ð½ÐµÑÑÑÐ¸Ð¼Ð¸ Ð½Ð°ÐºÐ»Ð¾Ð½Ð½ÑÐ¼Ð¸ ÐºÐ¾Ð»Ð¾Ð½Ð½Ð°Ð¼Ð¸. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ñ ÑÐ°Ð·Ð´ÐµÐ»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð°Ð´Ð¼Ð¸Ð½Ð¸ÑÑÑÐ°ÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ ÐÐ¾ÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸ÐµÐ¼ ÐÑÐ°Ð²Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð Ð¤ Ð¾Ñ 16.02.2008 â87 Ð¸ ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¼ Ð·Ð°Ð´Ð°Ð½Ð¸ÐµÐ¼. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½ÑÐµ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ, Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ Ð¿Ð¾ Ð¿Ð¾Ð¶Ð°ÑÐ½Ð¾Ð¹ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸ Ð¸ Ð´Ð¾ÑÑÑÐ¿Ð° Ð¸Ð½Ð²Ð°Ð»Ð¸Ð´Ð¾Ð², ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸ Ð¸ Ð¾ÑÐ³Ð°Ð½Ð¸Ð·Ð°ÑÐ¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð°, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿Ð¾Ð´ÑÐ¾Ð±Ð½Ð¾ Ð¾Ð¿Ð¸ÑÐ°Ð½ ÑÐ°ÑÑÐµÑ Ð½Ð°ÐºÐ»Ð¾Ð½Ð½ÑÑ ÐºÐ¾Ð»Ð¾Ð½Ð½. Ð¦ÐµÐ»Ñ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ, Ð¿Ð¾Ð¼Ð¸Ð¼Ð¾ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ¸ ÑÐ°Ð·Ð´ÐµÐ»Ð¾Ð² Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸, ÑÐ¾ÑÑÐ¾Ð¸Ñ Ð² ÑÐ¾Ð¼, ÑÑÐ¾ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ Ð¾Ð¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÐ¹ ÑÐ³Ð¾Ð» Ð½Ð°ÐºÐ»Ð¾Ð½Ð½Ð° Ð´Ð»Ñ Ð½ÐµÑÑÑÐ¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÐºÐ¾Ð»Ð¾Ð½Ð½. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ ÑÐµÑÐ¸ÑÑ: 1. Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÑ Ð±Ð°Ð·Ñ Ð¸ Ð¿Ð¾ÑÐ»ÐµÐ´Ð½Ð¸Ðµ Ð¿ÑÐ±Ð»Ð¸ÐºÐ°ÑÐ¸Ð¸ Ð½Ð° Ð´Ð°Ð½Ð½ÑÑ ÑÐµÐ¼Ñ; 2. ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°ÑÑ 5 Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ Ñ ÑÐ°Ð·Ð½ÑÐ¼ ÑÐ³Ð»Ð¾Ð¼ Ð½Ð°ÐºÐ»Ð¾Ð½Ð° ÐºÐ¾Ð»Ð¾Ð½Ð½; 3. Ð¾Ð¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÑ Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð²Ð½ÑÑÑÐµÐ½Ð½Ð¸Ñ ÑÑÐ¸Ð»Ð¸Ð¹, Ð¿Ð»Ð¾ÑÐ°Ð´Ð¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ð¹ Ð² Ð²ÑÐ±ÑÐ°Ð½Ð½ÑÑ ÐºÐ¾Ð»Ð¾Ð½Ð½Ð°Ñ Ð¾Ñ ÑÐ³Ð»Ð° Ð½Ð°ÐºÐ»Ð¾Ð½Ð°; 4. Ð¾Ð¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÐ¼ÑÑ Ð½Ð°ÐºÐ»Ð¾Ð½Ð½ÑÑ ÐºÐ¾Ð»Ð¾Ð½Ð½; 5. Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð². ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ ÑÐµÐ»Ð¸ Ð¸ Ð·Ð°Ð´Ð°Ñ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ñ Ð¿ÑÐ±Ð»Ð¸ÐºÐ°ÑÐ¸Ð¸ Ð¸ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐµ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÑ, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ ÑÐ°ÑÑÐµÑÐ½ÑÐµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð² ÐÐ SCAD Office 21.1. ÐÐ½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ Ð¸Ð· Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¿Ð¾Ð·Ð²Ð¾Ð»Ð¸Ð» Ð¾Ð¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼ÑÐµ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²ÑÑÑ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð¼Ñ ÑÐ³Ð»Ñ Ð½Ð°ÐºÐ»Ð¾Ð½Ð° Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ. Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ ÑÐ°Ð·Ð´ÐµÐ»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¼ Ð·Ð°Ð´Ð°Ð½Ð¸ÐµÐ¼ Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ ÑÐ°ÑÑÐµÑÐ¾Ð¼ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ Ð´Ð»Ñ Ð½Ð°ÐºÐ»Ð¾Ð½Ð½ÑÑ ÐºÐ¾Ð»Ð¾Ð½Ð½.
description: The topic of this graduation thesis is high-rise business centre with inclined support columns. The paper presents sections of the design documentation for the construction of an office building in accordance with the Decree of the Government of the Russian Federation of 16.02.2008 No. 87 and the terms of reference. Architectural and structural concepts, measures for fire safety and disabled access, technology and organization of construction are developed, as well as the calculation of inclined columns is described in detail. The goal of the thesis is not only to compile sections of project documentation but also to determine the optimal tilt angle for support reinforced concrete columns. The tasks of the paper: 1. to analyze the regulatory framework and recent publications on the topic; 2. to develop 5 models with different tilt angles of columns; 3. to determine the dependence of changes in internal forces, building area and movements in the selected columns on the tilt angle; 4. to determine the utilization ratio of the columns under consideration; 5. to analyze the obtained results. In order to achieve the goal and tasks, publications and regulatory documents were analyzed, and computational models were developed in SCAD Office 21.1. The analysis of the results obtained from the models allowed to determine the necessary parameters that correspond to the optimal tilt angle of the reinforced concrete column. In the thesis sections of the design documentation according to the terms of reference were developed and optimum constructive concepts for inclined columns have been defined by calculation.