Investigation of traffic-induced vibrations on a historic swing bridge in Italy

This work presents a study on a very peculiar bridge, the “St. Francesco da Paola” swing bridge in Taranto, with the aim to investigate the problem of vertical traffic-induced vibrations and their effects on pedestrians. A wide monitoring ambient vibration testing has been conducted on the bridge, i...

Full description

Bibliographic Details
Main Authors: Netti, A., Fiore, A., Monaco, P., Marano, GC.
Other Authors: Marano, Gc.
Format: Article in Journal/Newspaper
Language:English
Published: 2015
Subjects:
Online Access:http://hdl.handle.net/11589/125759
http://www.naun.org/main/NAUN/mechanics/2015/a142003-048.pdf
id ftpolitecnicbari:oai:iris.poliba.it:11589/125759
record_format openpolar
spelling ftpolitecnicbari:oai:iris.poliba.it:11589/125759 2024-04-14T08:15:47+00:00 Investigation of traffic-induced vibrations on a historic swing bridge in Italy Netti, A. Fiore, A. Monaco, P. Marano, GC. Netti, A. Fiore, A. Monaco, P. Marano, Gc. 2015 ELETTRONICO http://hdl.handle.net/11589/125759 http://www.naun.org/main/NAUN/mechanics/2015/a142003-048.pdf eng eng volume:9 firstpage:53 lastpage:60 numberofpages:8 journal:INTERNATIONAL JOURNAL OF MECHANICS http://hdl.handle.net/11589/125759 info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-84926451526 http://www.naun.org/main/NAUN/mechanics/2015/a142003-048.pdf Dynamic monitoring Modal identification Pedestrian comfort Serviceability of bridge St. Francesco da Paola bridge Physics and Astronomy (all) Electrical and Electronic Engineering info:eu-repo/semantics/article 2015 ftpolitecnicbari 2024-03-21T17:14:06Z This work presents a study on a very peculiar bridge, the “St. Francesco da Paola” swing bridge in Taranto, with the aim to investigate the problem of vertical traffic-induced vibrations and their effects on pedestrians. A wide monitoring ambient vibration testing has been conducted on the bridge, in order to obtain useful data for identification of modal parameters and analysis of vibration level. A detailed finite element 3D-model has been realized on the basis of survey and design data; then a model updating has been calibrated with experimental data. The vertical vibrations have been compared to reference values from technical standards/literature in order to estimate the vibration level, and a probabilistic approach has been adopted to evaluate the pedestrian comfort. © 2015, North Atlantic University Union Article in Journal/Newspaper North Atlantic Politecnico di Bari: Iris POLIBA (Catalogo dei prodotti della Ricerca)
institution Open Polar
collection Politecnico di Bari: Iris POLIBA (Catalogo dei prodotti della Ricerca)
op_collection_id ftpolitecnicbari
language English
topic Dynamic monitoring
Modal identification
Pedestrian comfort
Serviceability of bridge
St. Francesco da Paola bridge
Physics and Astronomy (all)
Electrical and Electronic Engineering
spellingShingle Dynamic monitoring
Modal identification
Pedestrian comfort
Serviceability of bridge
St. Francesco da Paola bridge
Physics and Astronomy (all)
Electrical and Electronic Engineering
Netti, A.
Fiore, A.
Monaco, P.
Marano, GC.
Investigation of traffic-induced vibrations on a historic swing bridge in Italy
topic_facet Dynamic monitoring
Modal identification
Pedestrian comfort
Serviceability of bridge
St. Francesco da Paola bridge
Physics and Astronomy (all)
Electrical and Electronic Engineering
description This work presents a study on a very peculiar bridge, the “St. Francesco da Paola” swing bridge in Taranto, with the aim to investigate the problem of vertical traffic-induced vibrations and their effects on pedestrians. A wide monitoring ambient vibration testing has been conducted on the bridge, in order to obtain useful data for identification of modal parameters and analysis of vibration level. A detailed finite element 3D-model has been realized on the basis of survey and design data; then a model updating has been calibrated with experimental data. The vertical vibrations have been compared to reference values from technical standards/literature in order to estimate the vibration level, and a probabilistic approach has been adopted to evaluate the pedestrian comfort. © 2015, North Atlantic University Union
author2 Netti, A.
Fiore, A.
Monaco, P.
Marano, Gc.
format Article in Journal/Newspaper
author Netti, A.
Fiore, A.
Monaco, P.
Marano, GC.
author_facet Netti, A.
Fiore, A.
Monaco, P.
Marano, GC.
author_sort Netti, A.
title Investigation of traffic-induced vibrations on a historic swing bridge in Italy
title_short Investigation of traffic-induced vibrations on a historic swing bridge in Italy
title_full Investigation of traffic-induced vibrations on a historic swing bridge in Italy
title_fullStr Investigation of traffic-induced vibrations on a historic swing bridge in Italy
title_full_unstemmed Investigation of traffic-induced vibrations on a historic swing bridge in Italy
title_sort investigation of traffic-induced vibrations on a historic swing bridge in italy
publishDate 2015
url http://hdl.handle.net/11589/125759
http://www.naun.org/main/NAUN/mechanics/2015/a142003-048.pdf
genre North Atlantic
genre_facet North Atlantic
op_relation volume:9
firstpage:53
lastpage:60
numberofpages:8
journal:INTERNATIONAL JOURNAL OF MECHANICS
http://hdl.handle.net/11589/125759
info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-84926451526
http://www.naun.org/main/NAUN/mechanics/2015/a142003-048.pdf
_version_ 1796314217714810880