Simple numerical model for prediction of traffic induced vibration in buildings using wall-rigid floor-soil model is presented in this paper. Only vertical vibrations are considered. The wall is modeled using the axial spectral element, the rigid floor is modeled using effective inertial forces and the effect of soil is taken into account by the dynamic stiffness of rigid foundation on viscoelastic half space. The developed numerical model is used to predict vertical vibrations of 2-, 6- and 13-storey buildings. The calculated building vibrations are compared with the corresponding measured vibrations. The predicted responses closely mimicked the measured ones.
Source:
Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 2014, 25, 331-337
TY - CONF
AU - Petronijević, Mira
AU - Kovačević, Dragan
AU - Nefovska-Danilović, Marija
PY - 2014
UR - https://grafar.grf.bg.ac.rs/handle/123456789/1219
AB - Simple numerical model for prediction of traffic induced vibration in buildings using wall-rigid floor-soil model is presented in this paper. Only vertical vibrations are considered. The wall is modeled using the axial spectral element, the rigid floor is modeled using effective inertial forces and the effect of soil is taken into account by the dynamic stiffness of rigid foundation on viscoelastic half space. The developed numerical model is used to predict vertical vibrations of 2-, 6- and 13-storey buildings. The calculated building vibrations are compared with the corresponding measured vibrations. The predicted responses closely mimicked the measured ones.
PB - Građevinski fakultet Subotica, Subotica
C3 - Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
T1 - Simple wall-rigid floor soil model for prediction of traffic induced vibration in buildings
T1 - Jednostavan model zid-kruta tavanica-tlo za predviđanje vibracija od saobraćaja
EP - 337
SP - 331
VL - 25
DO - 10.14415/konferencijaGFS2014.044
ER -
@conference{
author = "Petronijević, Mira and Kovačević, Dragan and Nefovska-Danilović, Marija",
year = "2014",
abstract = "Simple numerical model for prediction of traffic induced vibration in buildings using wall-rigid floor-soil model is presented in this paper. Only vertical vibrations are considered. The wall is modeled using the axial spectral element, the rigid floor is modeled using effective inertial forces and the effect of soil is taken into account by the dynamic stiffness of rigid foundation on viscoelastic half space. The developed numerical model is used to predict vertical vibrations of 2-, 6- and 13-storey buildings. The calculated building vibrations are compared with the corresponding measured vibrations. The predicted responses closely mimicked the measured ones.",
publisher = "Građevinski fakultet Subotica, Subotica",
journal = "Međunarodna konferencija Savremena dostignuća u građevinarstvu 25",
title = "Simple wall-rigid floor soil model for prediction of traffic induced vibration in buildings, Jednostavan model zid-kruta tavanica-tlo za predviđanje vibracija od saobraćaja",
pages = "337-331",
volume = "25",
doi = "10.14415/konferencijaGFS2014.044"
}
Petronijević, M., Kovačević, D.,& Nefovska-Danilović, M.. (2014). Simple wall-rigid floor soil model for prediction of traffic induced vibration in buildings. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
Građevinski fakultet Subotica, Subotica., 25, 331-337.
https://doi.org/10.14415/konferencijaGFS2014.044
Petronijević M, Kovačević D, Nefovska-Danilović M. Simple wall-rigid floor soil model for prediction of traffic induced vibration in buildings. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25. 2014;25:331-337.
doi:10.14415/konferencijaGFS2014.044 .
Petronijević, Mira, Kovačević, Dragan, Nefovska-Danilović, Marija, "Simple wall-rigid floor soil model for prediction of traffic induced vibration in buildings" in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 25 (2014):331-337,
https://doi.org/10.14415/konferencijaGFS2014.044 . .
