Analysis of multiyear deformation processes in engineering structures based on the data from an automatic monitoring system

Analysis of multiyear deformation processes in engineering structures based on the data from an automatic monitoring system

The paper presents an automated system for monitoring the deformation state of a building complex. The measurement unit of the system records the vertical displacements of a number of bearing columns using the hydro-leveling method. In the analytical block, numerical modeling of deformation processe...

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Hauptverfasser: Glot, I. O., Shardakov, I. N., Tsvetkov, R. V., Bartolomey, M. L.
Format: Tagungsbericht
Sprache:eng
Schlagworte:
Automation
Boundary conditions
Columns (structural)
Deformation
Mathematical models
Monitoring
Monitoring systems
Settling
Structural members
Units of measurement
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Shardakov, I. N.
Tsvetkov, R. V.
Bartolomey, M. L.
description The paper presents an automated system for monitoring the deformation state of a building complex. The measurement unit of the system records the vertical displacements of a number of bearing columns using the hydro-leveling method. In the analytical block, numerical modeling of deformation processes in the subsoil–foundation–building system is performed. The information on the foundation settling obtained during monitoring is used to specify the boundary conditions for modeling the stress-strain state of the structure. Thus, the deformation response of all structural elements to uneven vertical settling of supporting columns is evaluated. The monitoring system has been working since 2010 and it has demonstrated high efficiency.
doi_str_mv 10.1063/1.5084380
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O. ; Shardakov, I. N. ; Tsvetkov, R. V. ; Bartolomey, M. L.</creator><contributor>Ramasubbu, Sunder ; Gorkunov, Eduard S. ; Panin, Victor E.</contributor><creatorcontrib>Glot, I. O. ; Shardakov, I. N. ; Tsvetkov, R. V. ; Bartolomey, M. L. ; Ramasubbu, Sunder ; Gorkunov, Eduard S. ; Panin, Victor E.</creatorcontrib><description>The paper presents an automated system for monitoring the deformation state of a building complex. The measurement unit of the system records the vertical displacements of a number of bearing columns using the hydro-leveling method. In the analytical block, numerical modeling of deformation processes in the subsoil–foundation–building system is performed. The information on the foundation settling obtained during monitoring is used to specify the boundary conditions for modeling the stress-strain state of the structure. Thus, the deformation response of all structural elements to uneven vertical settling of supporting columns is evaluated. 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subjects Automation
Boundary conditions
Columns (structural)
Deformation
Mathematical models
Monitoring
Monitoring systems
Settling
Structural members
Units of measurement
title Analysis of multiyear deformation processes in engineering structures based on the data from an automatic monitoring system
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