title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ñ ÐºÐ°ÑÐºÐ°ÑÐ½Ð¾-ÑÑÐ²Ð¾Ð»ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ð¾Ð¹
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 apartment-hotel building with a frame-core construction system
Creators: name: ÐÐµÐ±ÐµÐ´ÐµÐ²Ð°, ÐÑÐ¸Ð½Ð°
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: ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð°Ñ ÑÑ ÐµÐ¼Ð°
Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½Ð°Ñ Ð¶ÐµÑÑÐºÐ¾ÑÑÑ Ð·Ð´Ð°Ð½Ð¸Ñ
ÐºÐ°ÑÐºÐ°ÑÐ½Ð¾-ÑÑÐ²Ð¾Ð»ÑÐ½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼Ð°
structural scheme
transverse stiffness of the building
frame-core structure

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ -Ð¾ÑÐµÐ»Ñ Ñ ÐºÐ°ÑÐºÐ°ÑÐ½Ð¾-ÑÑÐ²Ð¾Ð»ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ð¾Ð¹Â».Ð¦ÐµÐ»Ñ Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ â 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°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐ¼ Ð¿Ð°ÑÐºÐ¸Ð½Ð³Ð¾Ð¼.Ð Ð°Ð·Ð´ÐµÐ»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ Ð·Ð°Ð´Ð°Ð½Ð¸ÐµÐ¼ Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÐÐ¾ÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸ÐµÐ¼ ÐÑÐ°Ð²Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð Ð¤ No87 Ð¾Ñ 16.02.2008 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».Ð¦ÐµÐ»Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ â Ð¾ÑÐµÐ½ÐºÐ° Ð²ÐºÐ»Ð°Ð´Ð° ÐºÐ¾Ð»Ð¾Ð½Ð½ Ð² Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½ÑÑ Ð¶ÐµÑÑÐºÐ¾ÑÑÑ Ð·Ð´Ð°Ð½Ð¸Ñ.ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð±ÑÐ»Ð¸ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸:ÐÐ·ÑÑÐ¸ÑÑ Ð²Ð¸Ð´Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÑÐµÐ¼ Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹;ÐÐ¾Ð´Ð¾Ð±ÑÐ°ÑÑ ÑÑÐµÐ¼Ñ Ñ Ð¼ÐµÐ½ÑÑÐ¸Ð¼ ÑÐ°ÑÑÐ¾Ð´Ð¾Ð¼ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð°:ÐÐ¾Ð»ÑÑÐ¸ÑÑ ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½ÑÑ ÑÑÐµÐ¼Ñ Ð·Ð´Ð°Ð½Ð¸ÑÐÐ°Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°ÑÑ ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½ÑÐµ ÑÑÐµÐ¼Ñ Ð´Ð»Ñ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² Ñ Ð¼ÐµÐ½ÑÑÐ¸Ð¼Ð¸ ÐºÐ¾Ð»Ð¾Ð½Ð½Ð°Ð¼Ð¸ Ð¸ Ð´Ð¾Ð±Ð°Ð²Ð»ÐµÐ½Ð½ÑÐ¼Ð¸ Ð´Ð¸Ð°ÑÑÐ°Ð³Ð¼Ð°Ð¼Ð¸ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸Ð¡ÑÐ°Ð²Ð½Ð¸ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ð¹ÐÐ· ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ð¹ ÑÐ´ÐµÐ»Ð°ÑÑ Ð²ÑÐ²Ð¾Ð´ Ð¾ Ð²ÐºÐ»Ð°Ð´Ðµ ÐºÐ¾Ð»Ð¾Ð½Ð½ Ð² Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½ÑÑ Ð¶ÐµÑÑÐºÐ¾ÑÑÑÂ Ð ÑÐ¾Ð´Ðµ Ð½Ð°ÑÑÐ½Ð¾-Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ ÑÐ¾Ð·Ð´Ð°Ð½Ñ ÑÑÐ¸ ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½ÑÐµ ÑÑÐµÐ¼Ñ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ñ ÑÐ°Ð·Ð½ÑÐ¼ Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½ÑÐ¼ ÑÐµÑÐµÐ½Ð¸ÐµÐ¼ ÐºÐ¾Ð»Ð¾Ð½Ð½. ÐÐ»Ñ ÑÑÐ¾Ð¶Ð¸Ñ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ð¹ Ð³Ð¾ÑÐ¸Ð·Ð¾Ð½ÑÐ°Ð»ÑÐ½ÑÑ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ð¹ Ð¿ÑÐ¸ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¸ Ð½Ð° Ð·Ð´Ð°Ð½Ð¸Ðµ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸, Ð² ÑÑÐµÐ¼Ñ Ñ Ð¼ÐµÐ½ÑÑÐ¸Ð¼ ÑÐµÑÐµÐ½Ð¸ÐµÐ¼ ÐºÐ¾Ð»Ð¾Ð½Ð½ Ð±ÑÐ»Ð¸ Ð´Ð¾Ð±Ð°Ð²Ð»ÐµÐ½Ñ Ð´Ð¸Ð°ÑÑÐ°Ð³Ð¼Ñ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸. Ð¡ÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ ÑÑÐµÐ¼ Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´Ð¸ÑÑÑ Ð¿Ð¾ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð±ÐµÑÐ¾Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¾Ð´Ð½Ð¾Ð³Ð¾ ÑÑÐ°Ð¶Ð°.ÐÑÐ¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ð¸ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð±ÑÐ» Ð¿Ð¾Ð´ÑÐ²ÐµÑÐ¶Ð´ÐµÐ½ Ð½ÐµÐ·Ð½Ð°ÑÐ¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð²ÐºÐ»Ð°Ð´ ÐºÐ¾Ð»Ð¾Ð½Ð½ Ð² Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½ÑÑ Ð¶ÐµÑÑÐºÐ¾ÑÑÑ Ð·Ð´Ð°Ð½Ð¸Ñ, ÑÐ°Ðº ÐºÐ°Ðº Ð´Ð¾Ð±Ð°Ð²Ð»ÐµÐ½Ð¸Ðµ Ð½ÐµÐ±Ð¾Ð»ÑÑÐ¸Ñ Ð´Ð¸Ð°ÑÑÐ°Ð³Ð¼ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸ Ð¿Ð¾Ð·Ð²Ð¾Ð»Ð¸Ð»Ð¾ ÑÐ¼ÐµÐ½ÑÑÐ¸ÑÑ ÑÐµÑÐµÐ½Ð¸Ñ ÐºÐ¾Ð»Ð¾Ð½Ð½ Ð² Ð´Ð²Ð° ÑÐ°Ð·Ð°, Ð±ÐµÐ· ÑÐ²ÐµÐ»Ð¸ÑÐµÐ½Ð¸Ñ Ð¼Ð°ÐºÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÑ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ð¹.
description: The topic of the final qualification work: "High-rise apartment-hotel building with a frame and shaft structural system".The purpose of the graduate qualification work is to develop design documentation for the construction of a high-rise apartment-hotel building with an underground car park.The sections of the project documentation were developed in accordance with the design assignment and Russian Governmental Decree No.87 of 16.02.2008 "On the sections of project documentation and requirements to its contents".The purpose of the study section is to evaluate the contribution of columns to the lateral stiffness of the building.In order to achieve this objective the following tasks were carried out:to study types of structural schemes of high-rise buildings;To select a scheme with less material consumption:obtain a simplified scheme of the building;simulate simplified schemes for variants with fewer columns and added stiffening diaphragms;compare the displacement results.draw a conclusion about the columns' contribution to lateral stiffness.During the research work, three simplified schemes of a high-rise building with different column cross-sections were created. For similar values of horizontal displacement when the building is subjected to wind loads, stiffening diaphragms have been added to the schemes with smaller column cross-sections. The schemes were compared on the basis of the cost of concreting one storey.The comparative analysis of the results confirmed the negligible contribution of the columns to the lateral stiffness of the building, as the addition of the small stiffening diaphragms reduced the column cross-sections by half without increasing the maximum displacements.