On the Torsion of Asymmetric Bearing Systems of Multi-Storey Buildings

Asymmetric arrangement in the plane of vertical bearing elements, ladders, stiffness elements is to the occurrence of eccentricity between center of rigidity and center of mass. Later, under the action of a horizontal load, torsion occurs in asymmetric load-bearing systems. This paper considers the...

Full description

Bibliographic Details
Main Author: V. A. Lyublinskiy
Format: Article
Language:English
Published: Moscow State University of Civil Engineering (MGSU) 2023-01-01
Series:Железобетонные конструкции
Subjects:
Online Access:https://www.g-b-k.ru/jour/article/view/7
_version_ 1797261488394600448
author V. A. Lyublinskiy
author_facet V. A. Lyublinskiy
author_sort V. A. Lyublinskiy
collection DOAJ
description Asymmetric arrangement in the plane of vertical bearing elements, ladders, stiffness elements is to the occurrence of eccentricity between center of rigidity and center of mass. Later, under the action of a horizontal load, torsion occurs in asymmetric load-bearing systems. This paper considers the resistance of multi-storey buildings during torsion caused by an asymmetric arrangement of vertical load-bearing objects.The object of the study was the carrier system of a residential monolithic multi storey building with an implicitly non-coinciding center of rigidity and center of mass. Numerical simulation for a horizontal load determined the stress-strain state of vertical reinforced concrete structures. The change in forces and displacements in the pylons during the torsion of a multi-storey building is obtained. The results of the analysis carried out can be used in the design of compressed and bending reinforced concrete structures subject to torsion.
first_indexed 2024-04-24T23:42:01Z
format Article
id doaj.art-267ac5e986694af29dfbe30fa88b8529
institution Directory Open Access Journal
issn 2949-1622
2949-1614
language English
last_indexed 2024-04-24T23:42:01Z
publishDate 2023-01-01
publisher Moscow State University of Civil Engineering (MGSU)
record_format Article
series Железобетонные конструкции
spelling doaj.art-267ac5e986694af29dfbe30fa88b85292024-03-15T11:07:48ZengMoscow State University of Civil Engineering (MGSU)Железобетонные конструкции2949-16222949-16142023-01-011137456On the Torsion of Asymmetric Bearing Systems of Multi-Storey BuildingsV. A. Lyublinskiy0Moscow State University of Civil Engineering (National Research University) (MGSU)Asymmetric arrangement in the plane of vertical bearing elements, ladders, stiffness elements is to the occurrence of eccentricity between center of rigidity and center of mass. Later, under the action of a horizontal load, torsion occurs in asymmetric load-bearing systems. This paper considers the resistance of multi-storey buildings during torsion caused by an asymmetric arrangement of vertical load-bearing objects.The object of the study was the carrier system of a residential monolithic multi storey building with an implicitly non-coinciding center of rigidity and center of mass. Numerical simulation for a horizontal load determined the stress-strain state of vertical reinforced concrete structures. The change in forces and displacements in the pylons during the torsion of a multi-storey building is obtained. The results of the analysis carried out can be used in the design of compressed and bending reinforced concrete structures subject to torsion.https://www.g-b-k.ru/jour/article/view/7multi-storey buildingstorsioncenter of stiffnesscenter of massload capacity
spellingShingle V. A. Lyublinskiy
On the Torsion of Asymmetric Bearing Systems of Multi-Storey Buildings
Железобетонные конструкции
multi-storey buildings
torsion
center of stiffness
center of mass
load capacity
title On the Torsion of Asymmetric Bearing Systems of Multi-Storey Buildings
title_full On the Torsion of Asymmetric Bearing Systems of Multi-Storey Buildings
title_fullStr On the Torsion of Asymmetric Bearing Systems of Multi-Storey Buildings
title_full_unstemmed On the Torsion of Asymmetric Bearing Systems of Multi-Storey Buildings
title_short On the Torsion of Asymmetric Bearing Systems of Multi-Storey Buildings
title_sort on the torsion of asymmetric bearing systems of multi storey buildings
topic multi-storey buildings
torsion
center of stiffness
center of mass
load capacity
url https://www.g-b-k.ru/jour/article/view/7
work_keys_str_mv AT valyublinskiy onthetorsionofasymmetricbearingsystemsofmultistoreybuildings