Vibration serviceability limit state of pedestrian bridges
Samo za registrovane korisnike
2021
Članak u časopisu (Objavljena verzija)
Metapodaci
Prikaz svih podataka o dokumentuApstrakt
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.
Ključne reči:
pedestrian bridge / pedestrian induced vibrations / dynamic analysis / laminated glass panelIzvor:
Građevinski materijali i konstrukcije, 2021, 64, 3, 177-183Izdavač:
- Society for Materials and Structures Testing of Serbia
Institucija/grupa
GraFarTY - JOUR AU - Ramul, Adam AU - Spremić, Milan PY - 2021 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2489 AB - 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. PB - Society for Materials and Structures Testing of Serbia T2 - Građevinski materijali i konstrukcije T1 - Vibration serviceability limit state of pedestrian bridges EP - 183 IS - 3 SP - 177 VL - 64 DO - 10.5937/GRMK2103177R ER -
@article{ author = "Ramul, Adam and Spremić, Milan", year = "2021", abstract = "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.", publisher = "Society for Materials and Structures Testing of Serbia", journal = "Građevinski materijali i konstrukcije", title = "Vibration serviceability limit state of pedestrian bridges", pages = "183-177", number = "3", volume = "64", doi = "10.5937/GRMK2103177R" }
Ramul, A.,& Spremić, M.. (2021). Vibration serviceability limit state of pedestrian bridges. in Građevinski materijali i konstrukcije Society for Materials and Structures Testing of Serbia., 64(3), 177-183. https://doi.org/10.5937/GRMK2103177R
Ramul A, Spremić M. Vibration serviceability limit state of pedestrian bridges. in Građevinski materijali i konstrukcije. 2021;64(3):177-183. doi:10.5937/GRMK2103177R .
Ramul, Adam, Spremić, Milan, "Vibration serviceability limit state of pedestrian bridges" in Građevinski materijali i konstrukcije, 64, no. 3 (2021):177-183, https://doi.org/10.5937/GRMK2103177R . .