Analysis of spatial state of multistory building with ceiling without beams

In this paper, we discuss a spatial work of construction structures under an influence of pulsating wind loads. There are examples of deformations those arise from incorrect arrangement of rigid structures. We consider the forms of oscillation of a frame building and show the result of their incorre...

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Main Authors: Turovsky Sergey, Pakhmurin Oleg
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:EPJ Web of Conferences
Online Access:https://www.epj-conferences.org/articles/epjconf/pdf/2019/26/epjconf_epps2018_01049.pdf
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spelling doaj-4107259a522b4b95afd84ebf2316270a2021-08-02T06:19:26ZengEDP SciencesEPJ Web of Conferences2100-014X2019-01-012210104910.1051/epjconf/201922101049epjconf_epps2018_01049Analysis of spatial state of multistory building with ceiling without beamsTurovsky Sergey0Pakhmurin Oleg1Tomsk State University of Architecture and BuildingTomsk State University of Architecture and BuildingIn this paper, we discuss a spatial work of construction structures under an influence of pulsating wind loads. There are examples of deformations those arise from incorrect arrangement of rigid structures. We consider the forms of oscillation of a frame building and show the result of their incorrect sequence. There are calculations in software and computer complex and their results are shown in the form of isofields of internal stress of enclosing structures. The results of calculations are compared with real deformations of structures. The work of a structure is considered on the example of an existing building.https://www.epj-conferences.org/articles/epjconf/pdf/2019/26/epjconf_epps2018_01049.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Turovsky Sergey
Pakhmurin Oleg
spellingShingle Turovsky Sergey
Pakhmurin Oleg
Analysis of spatial state of multistory building with ceiling without beams
EPJ Web of Conferences
author_facet Turovsky Sergey
Pakhmurin Oleg
author_sort Turovsky Sergey
title Analysis of spatial state of multistory building with ceiling without beams
title_short Analysis of spatial state of multistory building with ceiling without beams
title_full Analysis of spatial state of multistory building with ceiling without beams
title_fullStr Analysis of spatial state of multistory building with ceiling without beams
title_full_unstemmed Analysis of spatial state of multistory building with ceiling without beams
title_sort analysis of spatial state of multistory building with ceiling without beams
publisher EDP Sciences
series EPJ Web of Conferences
issn 2100-014X
publishDate 2019-01-01
description In this paper, we discuss a spatial work of construction structures under an influence of pulsating wind loads. There are examples of deformations those arise from incorrect arrangement of rigid structures. We consider the forms of oscillation of a frame building and show the result of their incorrect sequence. There are calculations in software and computer complex and their results are shown in the form of isofields of internal stress of enclosing structures. The results of calculations are compared with real deformations of structures. The work of a structure is considered on the example of an existing building.
url https://www.epj-conferences.org/articles/epjconf/pdf/2019/26/epjconf_epps2018_01049.pdf
work_keys_str_mv AT turovskysergey analysisofspatialstateofmultistorybuildingwithceilingwithoutbeams
AT pakhmurinoleg analysisofspatialstateofmultistorybuildingwithceilingwithoutbeams
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