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.
TY - 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 . .
