Analysis of Multiyear Deformation Processes in Engineering Structures Based on the Data from an Automatic Monitoring System

被引：0
|
作者：
Glot, I. O. [1 ]
Shardakov, I. N. [1 ]
Tsvetkov, R. V. [1 ]
Bartolomey, M. L. [2 ]
机构：
[1] RAS, UB, Inst Continuous Media Mech, 1 Ak Koroleva St, Perm 614013, Russia
[2] Perm Natl Res Polytech Univ, 29 Komsomolskiy Ave, Perm 614990, Russia
来源：
MECHANICS, RESOURCE AND DIAGNOSTICS OF MATERIALS AND STRUCTURES (MRDMS-2018) | 2018年 / 2053卷
关键词：
D O I：
10.1063/1.5084380
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
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.
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页数：4
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