Eintrag weiter verarbeiten
Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD)
Gespeichert in:
Zeitschriftentitel: | Sensors |
---|---|
Personen und Körperschaften: | , , |
In: | Sensors, 19, 2019, 5, S. 1133 |
Format: | E-Article |
Sprache: | Englisch |
veröffentlicht: |
MDPI AG
|
Schlagwörter: |
author_facet |
Yin, Xinfeng Song, Gangbing Liu, Yang Yin, Xinfeng Song, Gangbing Liu, Yang |
---|---|
author |
Yin, Xinfeng Song, Gangbing Liu, Yang |
spellingShingle |
Yin, Xinfeng Song, Gangbing Liu, Yang Sensors Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) Electrical and Electronic Engineering Biochemistry Instrumentation Atomic and Molecular Physics, and Optics Analytical Chemistry |
author_sort |
yin, xinfeng |
spelling |
Yin, Xinfeng Song, Gangbing Liu, Yang 1424-8220 MDPI AG Electrical and Electronic Engineering Biochemistry Instrumentation Atomic and Molecular Physics, and Optics Analytical Chemistry http://dx.doi.org/10.3390/s19051133 <jats:p>Dynamic responses of highway bridges induced by wind and stochastic traffic loads usually exceed anticipated values, and tuned mass dampers (TMDs) have been extensively applied to suppress dynamic responses of bridge structures. In this study, a new type of TMD system named pounding tuned mass damper (PTMD) was designed with a combination of a tuned mass and a viscoelastic layer covered delimiter for impact energy dissipation. Comprehensive numerical simulations of the wind/traffic/bridge coupled system with multiple PTMDs (MPTMDs) were performed. The coupled equations were established by combining the equations of motion of both the bridge and vehicles in traffic. For the purpose of comparing the suppressing effectiveness, the parameter study of the different numbers and locations, mass ratio, and pounding stiffness of MPTMDs were studied. The simulations showed that the number of MPTMDs and mass ratio are both significant in suppressing the wind/traffic/bridge coupled vibration; however, the pounding stiffness is not sensitive in suppressing the bridge vibration.</jats:p> Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) Sensors |
doi_str_mv |
10.3390/s19051133 |
facet_avail |
Online Free |
finc_class_facet |
Physik Chemie und Pharmazie Allgemeines Technik Mathematik |
format |
ElectronicArticle |
fullrecord |
blob:ai-49-aHR0cDovL2R4LmRvaS5vcmcvMTAuMzM5MC9zMTkwNTExMzM |
id |
ai-49-aHR0cDovL2R4LmRvaS5vcmcvMTAuMzM5MC9zMTkwNTExMzM |
institution |
DE-L229 DE-D275 DE-Bn3 DE-Brt1 DE-Zwi2 DE-D161 DE-Gla1 DE-Zi4 DE-15 DE-Pl11 DE-Rs1 DE-105 DE-14 DE-Ch1 |
imprint |
MDPI AG, 2019 |
imprint_str_mv |
MDPI AG, 2019 |
issn |
1424-8220 |
issn_str_mv |
1424-8220 |
language |
English |
mega_collection |
MDPI AG (CrossRef) |
match_str |
yin2019vibrationsuppressionofwindtrafficbridgecoupledsystemusingmultiplepoundingtunedmassdampersmptmd |
publishDateSort |
2019 |
publisher |
MDPI AG |
recordtype |
ai |
record_format |
ai |
series |
Sensors |
source_id |
49 |
title |
Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
title_unstemmed |
Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
title_full |
Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
title_fullStr |
Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
title_full_unstemmed |
Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
title_short |
Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
title_sort |
vibration suppression of wind/traffic/bridge coupled system using multiple pounding tuned mass dampers (mptmd) |
topic |
Electrical and Electronic Engineering Biochemistry Instrumentation Atomic and Molecular Physics, and Optics Analytical Chemistry |
url |
http://dx.doi.org/10.3390/s19051133 |
publishDate |
2019 |
physical |
1133 |
description |
<jats:p>Dynamic responses of highway bridges induced by wind and stochastic traffic loads usually exceed anticipated values, and tuned mass dampers (TMDs) have been extensively applied to suppress dynamic responses of bridge structures. In this study, a new type of TMD system named pounding tuned mass damper (PTMD) was designed with a combination of a tuned mass and a viscoelastic layer covered delimiter for impact energy dissipation. Comprehensive numerical simulations of the wind/traffic/bridge coupled system with multiple PTMDs (MPTMDs) were performed. The coupled equations were established by combining the equations of motion of both the bridge and vehicles in traffic. For the purpose of comparing the suppressing effectiveness, the parameter study of the different numbers and locations, mass ratio, and pounding stiffness of MPTMDs were studied. The simulations showed that the number of MPTMDs and mass ratio are both significant in suppressing the wind/traffic/bridge coupled vibration; however, the pounding stiffness is not sensitive in suppressing the bridge vibration.</jats:p> |
container_issue |
5 |
container_start_page |
0 |
container_title |
Sensors |
container_volume |
19 |
format_de105 |
Article, E-Article |
format_de14 |
Article, E-Article |
format_de15 |
Article, E-Article |
format_de520 |
Article, E-Article |
format_de540 |
Article, E-Article |
format_dech1 |
Article, E-Article |
format_ded117 |
Article, E-Article |
format_degla1 |
E-Article |
format_del152 |
Buch |
format_del189 |
Article, E-Article |
format_dezi4 |
Article |
format_dezwi2 |
Article, E-Article |
format_finc |
Article, E-Article |
format_nrw |
Article, E-Article |
_version_ |
1792346725185224713 |
geogr_code |
not assigned |
last_indexed |
2024-03-01T17:43:57.835Z |
geogr_code_person |
not assigned |
openURL |
url_ver=Z39.88-2004&ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fvufind.svn.sourceforge.net%3Agenerator&rft.title=Vibration+Suppression+of+Wind%2FTraffic%2FBridge+Coupled+System+Using+Multiple+Pounding+Tuned+Mass+Dampers+%28MPTMD%29&rft.date=2019-03-06&genre=article&issn=1424-8220&volume=19&issue=5&pages=1133&jtitle=Sensors&atitle=Vibration+Suppression+of+Wind%2FTraffic%2FBridge+Coupled+System+Using+Multiple+Pounding+Tuned+Mass+Dampers+%28MPTMD%29&aulast=Liu&aufirst=Yang&rft_id=info%3Adoi%2F10.3390%2Fs19051133&rft.language%5B0%5D=eng |
SOLR | |
_version_ | 1792346725185224713 |
author | Yin, Xinfeng, Song, Gangbing, Liu, Yang |
author_facet | Yin, Xinfeng, Song, Gangbing, Liu, Yang, Yin, Xinfeng, Song, Gangbing, Liu, Yang |
author_sort | yin, xinfeng |
container_issue | 5 |
container_start_page | 0 |
container_title | Sensors |
container_volume | 19 |
description | <jats:p>Dynamic responses of highway bridges induced by wind and stochastic traffic loads usually exceed anticipated values, and tuned mass dampers (TMDs) have been extensively applied to suppress dynamic responses of bridge structures. In this study, a new type of TMD system named pounding tuned mass damper (PTMD) was designed with a combination of a tuned mass and a viscoelastic layer covered delimiter for impact energy dissipation. Comprehensive numerical simulations of the wind/traffic/bridge coupled system with multiple PTMDs (MPTMDs) were performed. The coupled equations were established by combining the equations of motion of both the bridge and vehicles in traffic. For the purpose of comparing the suppressing effectiveness, the parameter study of the different numbers and locations, mass ratio, and pounding stiffness of MPTMDs were studied. The simulations showed that the number of MPTMDs and mass ratio are both significant in suppressing the wind/traffic/bridge coupled vibration; however, the pounding stiffness is not sensitive in suppressing the bridge vibration.</jats:p> |
doi_str_mv | 10.3390/s19051133 |
facet_avail | Online, Free |
finc_class_facet | Physik, Chemie und Pharmazie, Allgemeines, Technik, Mathematik |
format | ElectronicArticle |
format_de105 | Article, E-Article |
format_de14 | Article, E-Article |
format_de15 | Article, E-Article |
format_de520 | Article, E-Article |
format_de540 | Article, E-Article |
format_dech1 | Article, E-Article |
format_ded117 | Article, E-Article |
format_degla1 | E-Article |
format_del152 | Buch |
format_del189 | Article, E-Article |
format_dezi4 | Article |
format_dezwi2 | Article, E-Article |
format_finc | Article, E-Article |
format_nrw | Article, E-Article |
geogr_code | not assigned |
geogr_code_person | not assigned |
id | ai-49-aHR0cDovL2R4LmRvaS5vcmcvMTAuMzM5MC9zMTkwNTExMzM |
imprint | MDPI AG, 2019 |
imprint_str_mv | MDPI AG, 2019 |
institution | DE-L229, DE-D275, DE-Bn3, DE-Brt1, DE-Zwi2, DE-D161, DE-Gla1, DE-Zi4, DE-15, DE-Pl11, DE-Rs1, DE-105, DE-14, DE-Ch1 |
issn | 1424-8220 |
issn_str_mv | 1424-8220 |
language | English |
last_indexed | 2024-03-01T17:43:57.835Z |
match_str | yin2019vibrationsuppressionofwindtrafficbridgecoupledsystemusingmultiplepoundingtunedmassdampersmptmd |
mega_collection | MDPI AG (CrossRef) |
physical | 1133 |
publishDate | 2019 |
publishDateSort | 2019 |
publisher | MDPI AG |
record_format | ai |
recordtype | ai |
series | Sensors |
source_id | 49 |
spelling | Yin, Xinfeng Song, Gangbing Liu, Yang 1424-8220 MDPI AG Electrical and Electronic Engineering Biochemistry Instrumentation Atomic and Molecular Physics, and Optics Analytical Chemistry http://dx.doi.org/10.3390/s19051133 <jats:p>Dynamic responses of highway bridges induced by wind and stochastic traffic loads usually exceed anticipated values, and tuned mass dampers (TMDs) have been extensively applied to suppress dynamic responses of bridge structures. In this study, a new type of TMD system named pounding tuned mass damper (PTMD) was designed with a combination of a tuned mass and a viscoelastic layer covered delimiter for impact energy dissipation. Comprehensive numerical simulations of the wind/traffic/bridge coupled system with multiple PTMDs (MPTMDs) were performed. The coupled equations were established by combining the equations of motion of both the bridge and vehicles in traffic. For the purpose of comparing the suppressing effectiveness, the parameter study of the different numbers and locations, mass ratio, and pounding stiffness of MPTMDs were studied. The simulations showed that the number of MPTMDs and mass ratio are both significant in suppressing the wind/traffic/bridge coupled vibration; however, the pounding stiffness is not sensitive in suppressing the bridge vibration.</jats:p> Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) Sensors |
spellingShingle | Yin, Xinfeng, Song, Gangbing, Liu, Yang, Sensors, Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD), Electrical and Electronic Engineering, Biochemistry, Instrumentation, Atomic and Molecular Physics, and Optics, Analytical Chemistry |
title | Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
title_full | Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
title_fullStr | Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
title_full_unstemmed | Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
title_short | Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
title_sort | vibration suppression of wind/traffic/bridge coupled system using multiple pounding tuned mass dampers (mptmd) |
title_unstemmed | Vibration Suppression of Wind/Traffic/Bridge Coupled System Using Multiple Pounding Tuned Mass Dampers (MPTMD) |
topic | Electrical and Electronic Engineering, Biochemistry, Instrumentation, Atomic and Molecular Physics, and Optics, Analytical Chemistry |
url | http://dx.doi.org/10.3390/s19051133 |