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Traffic-induced vibrations of frame structures

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Authors
Nefovska-Danilović, Marija
Petronijević, Mira
Savija, Branko
Article (Published version)
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Abstract
Using the spectral element method (SEM), a 2-D numerical model of multi-storey frame structures has been developed. The model has been used to predict traffic-induced vibrations of two, six, and twelve-story concrete buildings measured along the route of a future metro line in Belgrade, the capital of Serbia. Vibration simulations of the six-storey frame match satisfactorily the measured dynamic response. However, there is a difference between numerical simulation and the actual measurements for the two-storey and twelve-story buildings. The results indicate a great potential of the proposed SEM to simulate ground-induced vibrations of frame buildings. However, more complex structural models should be developed to better replicate actual situations.
Keywords:
traffic-induced vibrations / spectral elements / frequency domain / SEM modeling
Source:
Canadian Journal of Civil Engineering, 2013, 40, 2, 158-171
Funding / projects:
  • Towards development of sustainable cities: influence of traffic induced vibrations on buildings and humans (RS-36046)

DOI: 10.1139/cjce-2011-0247

ISSN: 0315-1468

WoS: 000316056500007

Scopus: 2-s2.0-84874848240
[ Google Scholar ]
4
4
URI
https://grafar.grf.bg.ac.rs/handle/123456789/479
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за техничку механику и теорију конструкција
Institution/Community
GraFar
TY  - JOUR
AU  - Nefovska-Danilović, Marija
AU  - Petronijević, Mira
AU  - Savija, Branko
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/479
AB  - Using the spectral element method (SEM), a 2-D numerical model of multi-storey frame structures has been developed. The model has been used to predict traffic-induced vibrations of two, six, and twelve-story concrete buildings measured along the route of a future metro line in Belgrade, the capital of Serbia. Vibration simulations of the six-storey frame match satisfactorily the measured dynamic response. However, there is a difference between numerical simulation and the actual measurements for the two-storey and twelve-story buildings. The results indicate a great potential of the proposed SEM to simulate ground-induced vibrations of frame buildings. However, more complex structural models should be developed to better replicate actual situations.
T2  - Canadian Journal of Civil Engineering
T1  - Traffic-induced vibrations of frame structures
EP  - 171
IS  - 2
SP  - 158
VL  - 40
DO  - 10.1139/cjce-2011-0247
ER  - 
@article{
author = "Nefovska-Danilović, Marija and Petronijević, Mira and Savija, Branko",
year = "2013",
abstract = "Using the spectral element method (SEM), a 2-D numerical model of multi-storey frame structures has been developed. The model has been used to predict traffic-induced vibrations of two, six, and twelve-story concrete buildings measured along the route of a future metro line in Belgrade, the capital of Serbia. Vibration simulations of the six-storey frame match satisfactorily the measured dynamic response. However, there is a difference between numerical simulation and the actual measurements for the two-storey and twelve-story buildings. The results indicate a great potential of the proposed SEM to simulate ground-induced vibrations of frame buildings. However, more complex structural models should be developed to better replicate actual situations.",
journal = "Canadian Journal of Civil Engineering",
title = "Traffic-induced vibrations of frame structures",
pages = "171-158",
number = "2",
volume = "40",
doi = "10.1139/cjce-2011-0247"
}
Nefovska-Danilović, M., Petronijević, M.,& Savija, B.. (2013). Traffic-induced vibrations of frame structures. in Canadian Journal of Civil Engineering, 40(2), 158-171.
https://doi.org/10.1139/cjce-2011-0247
Nefovska-Danilović M, Petronijević M, Savija B. Traffic-induced vibrations of frame structures. in Canadian Journal of Civil Engineering. 2013;40(2):158-171.
doi:10.1139/cjce-2011-0247 .
Nefovska-Danilović, Marija, Petronijević, Mira, Savija, Branko, "Traffic-induced vibrations of frame structures" in Canadian Journal of Civil Engineering, 40, no. 2 (2013):158-171,
https://doi.org/10.1139/cjce-2011-0247 . .

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