Vibration serviceability limit state of pedestrian bridges

Modern conustructions of pedestrian bridges must satisfy functional and increasingly complex architectural requirements. In order to achieve the attractive design of pedestrian bridges, modern constructions generally differ from older, conventional solutions. The vibration problem of such structures...

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Autores principales:	Ramoul Adam, Spremić Milan
Formato:	article
Lenguaje:	EN SR
Publicado:	Society for Materials and Structures testing of Serbia 2021
Materias:	pedestrian bridge pedestrian induced vibrations dynamic analysis laminated glass panel Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/1510d13dcfa7446db50fb75221ed3498
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spelling	oai:doaj.org-article:1510d13dcfa7446db50fb75221ed34982021-12-05T21:10:36ZVibration serviceability limit state of pedestrian bridges2217-81392335-022910.5937/GRMK2103177Rhttps://doaj.org/article/1510d13dcfa7446db50fb75221ed34982021-01-01T00:00:00Zhttps://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2021/2217-81392103177R.pdfhttps://doaj.org/toc/2217-8139https://doaj.org/toc/2335-0229Modern conustructions of pedestrian bridges must satisfy functional and increasingly complex architectural requirements. In order to achieve the attractive design of pedestrian bridges, modern constructions generally differ from older, conventional solutions. The vibration problem of such structures shows that the dynamic response of the structure is governing for the design. This paper presents the comparative analysis of several dynamic models of pedestrian loads, described in various standards, guidelines, and recommendations. On the example of an arched pedestrian bridge, comparative analysis of the structure behavior due to the effect of pedestrian load was performed using numerical simulations in the SOFISTIK software, with the results obtained by analytical calculation procedures.Ramoul AdamSpremić MilanSociety for Materials and Structures testing of Serbiaarticlepedestrian bridgepedestrian induced vibrationsdynamic analysislaminated glass panelEngineering (General). Civil engineering (General)TA1-2040ENSRGrađevinski Materijali i Konstrukcije, Vol 64, Iss 3, Pp 177-183 (2021)
institution	DOAJ
collection	DOAJ
language	EN SR
topic	pedestrian bridge pedestrian induced vibrations dynamic analysis laminated glass panel Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	pedestrian bridge pedestrian induced vibrations dynamic analysis laminated glass panel Engineering (General). Civil engineering (General) TA1-2040 Ramoul Adam Spremić Milan Vibration serviceability limit state of pedestrian bridges
description	Modern conustructions of pedestrian bridges must satisfy functional and increasingly complex architectural requirements. In order to achieve the attractive design of pedestrian bridges, modern constructions generally differ from older, conventional solutions. The vibration problem of such structures shows that the dynamic response of the structure is governing for the design. This paper presents the comparative analysis of several dynamic models of pedestrian loads, described in various standards, guidelines, and recommendations. On the example of an arched pedestrian bridge, comparative analysis of the structure behavior due to the effect of pedestrian load was performed using numerical simulations in the SOFISTIK software, with the results obtained by analytical calculation procedures.
format	article
author	Ramoul Adam Spremić Milan
author_facet	Ramoul Adam Spremić Milan
author_sort	Ramoul Adam
title	Vibration serviceability limit state of pedestrian bridges
title_short	Vibration serviceability limit state of pedestrian bridges
title_full	Vibration serviceability limit state of pedestrian bridges
title_fullStr	Vibration serviceability limit state of pedestrian bridges
title_full_unstemmed	Vibration serviceability limit state of pedestrian bridges
title_sort	vibration serviceability limit state of pedestrian bridges
publisher	Society for Materials and Structures testing of Serbia
publishDate	2021
url	https://doaj.org/article/1510d13dcfa7446db50fb75221ed3498
work_keys_str_mv	AT ramouladam vibrationserviceabilitylimitstateofpedestrianbridges AT spremicmilan vibrationserviceabilitylimitstateofpedestrianbridges
_version_	1718370986934403072

Vibration serviceability limit state of pedestrian bridges

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