Evaluation of the vibration performance response of insulating floor panels under human walking conditions

The use of lightweight prefabricated floor panels has grown considerably over the last two decades. Previous studies have shown a detrimental vibrational response of these floors under human walking conditions, resulting in user complaints. The present study evaluates the vibration performance of a...

Descripción completa

Guardado en:
Detalles Bibliográficos
Autores principales: Opazo Vega,Alexander, Dechent Anglada,Peter, Cendoya Hernández,Patricio, Molina Vicuña,Cristian
Lenguaje:English
Publicado: Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2016
Materias:
Acceso en línea:http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2016000200002
Etiquetas: Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
id oai:scielo:S0718-915X2016000200002
record_format dspace
spelling oai:scielo:S0718-915X20160002000022016-10-06Evaluation of the vibration performance response of insulating floor panels under human walking conditionsOpazo Vega,AlexanderDechent Anglada,PeterCendoya Hernández,PatricioMolina Vicuña,Cristian vibrations in floors vibration performance dynamic serviceability lightweight floors human-induced vibrations The use of lightweight prefabricated floor panels has grown considerably over the last two decades. Previous studies have shown a detrimental vibrational response of these floors under human walking conditions, resulting in user complaints. The present study evaluates the vibration performance of a newly developed construction system in Chile, composed of deck-type insulating floor panels installed in dwellings constructed with ferro-cement prefabricated construction panels. The vibrations induced by walking steps were measured in 36 dwellings of three different models. Individual synchronized walks were performed at different step frequencies with individuals of different weights. For the evaluation, the serviceability criteria and vibration performance indicators proposed in the ISO 10137 standard were used. The results show that the floor panels have an impulsive vibration response with average vertical natural frequencies of 26.14 Hz and damping ratios of 4.3%. In the dwellings with a lower damping ratio, the performance indicators presented unfavorable values when the heaviest individuals walked at the greatest step frequency. If the serviceability criteria are implemented, it is predicted that 97.22% of the floor panels will not generate significant user discomfort, validating the construction system.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.15 n.2 20162016-08-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2016000200002en10.4067/S0718-915X2016000200002
institution Scielo Chile
collection Scielo Chile
language English
topic vibrations in floors
vibration performance
dynamic serviceability
lightweight floors
human-induced vibrations
spellingShingle vibrations in floors
vibration performance
dynamic serviceability
lightweight floors
human-induced vibrations
Opazo Vega,Alexander
Dechent Anglada,Peter
Cendoya Hernández,Patricio
Molina Vicuña,Cristian
Evaluation of the vibration performance response of insulating floor panels under human walking conditions
description The use of lightweight prefabricated floor panels has grown considerably over the last two decades. Previous studies have shown a detrimental vibrational response of these floors under human walking conditions, resulting in user complaints. The present study evaluates the vibration performance of a newly developed construction system in Chile, composed of deck-type insulating floor panels installed in dwellings constructed with ferro-cement prefabricated construction panels. The vibrations induced by walking steps were measured in 36 dwellings of three different models. Individual synchronized walks were performed at different step frequencies with individuals of different weights. For the evaluation, the serviceability criteria and vibration performance indicators proposed in the ISO 10137 standard were used. The results show that the floor panels have an impulsive vibration response with average vertical natural frequencies of 26.14 Hz and damping ratios of 4.3%. In the dwellings with a lower damping ratio, the performance indicators presented unfavorable values when the heaviest individuals walked at the greatest step frequency. If the serviceability criteria are implemented, it is predicted that 97.22% of the floor panels will not generate significant user discomfort, validating the construction system.
author Opazo Vega,Alexander
Dechent Anglada,Peter
Cendoya Hernández,Patricio
Molina Vicuña,Cristian
author_facet Opazo Vega,Alexander
Dechent Anglada,Peter
Cendoya Hernández,Patricio
Molina Vicuña,Cristian
author_sort Opazo Vega,Alexander
title Evaluation of the vibration performance response of insulating floor panels under human walking conditions
title_short Evaluation of the vibration performance response of insulating floor panels under human walking conditions
title_full Evaluation of the vibration performance response of insulating floor panels under human walking conditions
title_fullStr Evaluation of the vibration performance response of insulating floor panels under human walking conditions
title_full_unstemmed Evaluation of the vibration performance response of insulating floor panels under human walking conditions
title_sort evaluation of the vibration performance response of insulating floor panels under human walking conditions
publisher Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
publishDate 2016
url http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2016000200002
work_keys_str_mv AT opazovegaalexander evaluationofthevibrationperformanceresponseofinsulatingfloorpanelsunderhumanwalkingconditions
AT dechentangladapeter evaluationofthevibrationperformanceresponseofinsulatingfloorpanelsunderhumanwalkingconditions
AT cendoyahernandezpatricio evaluationofthevibrationperformanceresponseofinsulatingfloorpanelsunderhumanwalkingconditions
AT molinavicunacristian evaluationofthevibrationperformanceresponseofinsulatingfloorpanelsunderhumanwalkingconditions
_version_ 1714206275945889792