Traffic-induced vibrations of frame structures
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 modelingSource:
Canadian Journal of Civil Engineering, 2013, 40, 2, 158-171Funding / projects:
DOI: 10.1139/cjce-2011-0247
ISSN: 0315-1468
WoS: 000316056500007
Scopus: 2-s2.0-84874848240
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Institution/Community
GraFarTY - 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 . .