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...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-03-01
|
Series: | Sensors |
Subjects: | |
Online Access: | https://www.mdpi.com/1424-8220/20/7/1938 |
id |
doaj-a106f76f9ed8440eb3ec6a96a641cfff |
---|---|
record_format |
Article |
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 |
work_keys_str_mv |
AT anetaherbut onasensorplacementmethodologyformonitoringthevibrationsofhorizontallyexcitedground AT jarosławrybak onasensorplacementmethodologyformonitoringthevibrationsofhorizontallyexcitedground AT włodzimierzbrzakała onasensorplacementmethodologyformonitoringthevibrationsofhorizontallyexcitedground |
_version_ |
1724495298533785600 |