On a Sensor Placement Methodology for Monitoring the Vibrations of Horizontally Excited Ground

In this paper, the problem of optimal sensor arrangement during vibration monitoring is analysed. The wave propagation caused by horizontal excitation is investigated to predict the areas of the largest ground and structure response. The equations of motion for a transversally isotropic elastic medi...

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Main Authors: Aneta Herbut, Jarosław Rybak, Włodzimierz Brząkała
Format: Article
Language:English
Published: MDPI AG 2020-03-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/20/7/1938
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spelling doaj-a106f76f9ed8440eb3ec6a96a641cfff2020-11-25T03:49:28ZengMDPI AGSensors1424-82202020-03-01201938193810.3390/s20071938On a Sensor Placement Methodology for Monitoring the Vibrations of Horizontally Excited GroundAneta Herbut0Jarosław Rybak1Włodzimierz Brząkała2Faculty of Civil Engineering, Wrocław University of Science and Technology, Wyb. Wyspiańskiego 27, 50-370 Wrocław, PolandFaculty of Civil Engineering, Wrocław University of Science and Technology, Wyb. Wyspiańskiego 27, 50-370 Wrocław, PolandFaculty of Civil Engineering, Wrocław University of Science and Technology, Wyb. Wyspiańskiego 27, 50-370 Wrocław, PolandIn this paper, the problem of optimal sensor arrangement during vibration monitoring is analysed. The wave propagation caused by horizontal excitation is investigated to predict the areas of the largest ground and structure response. The equations of motion for a transversally isotropic elastic medium with appropriate absorbing boundary conditions are solved using the finite element method (FlexPDE software). The possibility of an amplified soil medium response is examined for points located on the ground surface and at various depths. The results are presented in the form of a dimensionless vibration reduction factor, defined as the ratio of the peak particle velocity observed at the selected depth to the corresponding value observed at the ground surface. Significant amplifications (≈50%) can be observed below the ground surface, especially in the case of a weak layer below a stiff layer. The effect of vibration amplification is most significant near the boundary surface of two layers. For the points located on the ground surface, the greatest peak particle velocities are observed in the direction perpendicular to the load direction. However, the greatest vertical velocity component at the ground surface is observed in front of the applied force.https://www.mdpi.com/1424-8220/20/7/1938vibration monitoringhorizontal impact loadvibration pollutionmeasuring environmental variableswave propagation
collection DOAJ
language English
format Article
sources DOAJ
author Aneta Herbut
Jarosław Rybak
Włodzimierz Brząkała
spellingShingle Aneta Herbut
Jarosław Rybak
Włodzimierz Brząkała
On a Sensor Placement Methodology for Monitoring the Vibrations of Horizontally Excited Ground
Sensors
vibration monitoring
horizontal impact load
vibration pollution
measuring environmental variables
wave propagation
author_facet Aneta Herbut
Jarosław Rybak
Włodzimierz Brząkała
author_sort Aneta Herbut
title On a Sensor Placement Methodology for Monitoring the Vibrations of Horizontally Excited Ground
title_short On a Sensor Placement Methodology for Monitoring the Vibrations of Horizontally Excited Ground
title_full On a Sensor Placement Methodology for Monitoring the Vibrations of Horizontally Excited Ground
title_fullStr On a Sensor Placement Methodology for Monitoring the Vibrations of Horizontally Excited Ground
title_full_unstemmed On a Sensor Placement Methodology for Monitoring the Vibrations of Horizontally Excited Ground
title_sort on a sensor placement methodology for monitoring the vibrations of horizontally excited ground
publisher MDPI AG
series Sensors
issn 1424-8220
publishDate 2020-03-01
description In this paper, the problem of optimal sensor arrangement during vibration monitoring is analysed. The wave propagation caused by horizontal excitation is investigated to predict the areas of the largest ground and structure response. The equations of motion for a transversally isotropic elastic medium with appropriate absorbing boundary conditions are solved using the finite element method (FlexPDE software). The possibility of an amplified soil medium response is examined for points located on the ground surface and at various depths. The results are presented in the form of a dimensionless vibration reduction factor, defined as the ratio of the peak particle velocity observed at the selected depth to the corresponding value observed at the ground surface. Significant amplifications (≈50%) can be observed below the ground surface, especially in the case of a weak layer below a stiff layer. The effect of vibration amplification is most significant near the boundary surface of two layers. For the points located on the ground surface, the greatest peak particle velocities are observed in the direction perpendicular to the load direction. However, the greatest vertical velocity component at the ground surface is observed in front of the applied force.
topic vibration monitoring
horizontal impact load
vibration pollution
measuring environmental variables
wave propagation
url https://www.mdpi.com/1424-8220/20/7/1938
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