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Analysis of frame structure vibrations induced by traffic

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2013
523.pdf (606.7Kb)
Authors
Petronijević, Mira
Nefovska-Danilović, Marija
Radišić, Marko
Article (Published version)
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Abstract
A simple numerical model for the dynamic analysis of 20 frames in the frequency domain, based on the Spectral Element Method (SEM), is presented in the paper. The influence of soil-structure interaction is taken into account. The dynamic stiffness of rigid foundations is determined by the Integral Transform Method (ITM). Three frames with a different number of storeys are analyzed with respect to vibrations caused by tram and road traffic. The influence of the soil-structure interaction on modal frequencies and amplitudes of vibrations is considered. The assessment of the way in which humans are affected by traffic-induced vibrations is conducted according to British Standard BS:6472.
Keywords:
traffic induced vibrations / frame structure / integral transform method / soil-structure interaction
Source:
Građevinar, 2013, 65, 9, 811-824
Publisher:
  • Croatian Association of Civil Engineers
Funding / projects:
  • Towards development of sustainable cities: influence of traffic induced vibrations on buildings and humans (RS-36046)

DOI: 10.14256/JCE.836.2013

ISSN: 0350-2465

WoS: 000326481700003

Scopus: 2-s2.0-84887488392
[ Google Scholar ]
6
4
URI
https://grafar.grf.bg.ac.rs/handle/123456789/525
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за техничку механику и теорију конструкција
Institution/Community
GraFar
TY  - JOUR
AU  - Petronijević, Mira
AU  - Nefovska-Danilović, Marija
AU  - Radišić, Marko
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/525
AB  - A simple numerical model for the dynamic analysis of 20 frames in the frequency domain, based on the Spectral Element Method (SEM), is presented in the paper. The influence of soil-structure interaction is taken into account. The dynamic stiffness of rigid foundations is determined by the Integral Transform Method (ITM). Three frames with a different number of storeys are analyzed with respect to vibrations caused by tram and road traffic. The influence of the soil-structure interaction on modal frequencies and amplitudes of vibrations is considered. The assessment of the way in which humans are affected by traffic-induced vibrations is conducted according to British Standard BS:6472.
PB  - Croatian Association of Civil Engineers
T2  - Građevinar
T1  - Analysis of frame structure vibrations induced by traffic
EP  - 824
IS  - 9
SP  - 811
VL  - 65
DO  - 10.14256/JCE.836.2013
ER  - 
@article{
author = "Petronijević, Mira and Nefovska-Danilović, Marija and Radišić, Marko",
year = "2013",
abstract = "A simple numerical model for the dynamic analysis of 20 frames in the frequency domain, based on the Spectral Element Method (SEM), is presented in the paper. The influence of soil-structure interaction is taken into account. The dynamic stiffness of rigid foundations is determined by the Integral Transform Method (ITM). Three frames with a different number of storeys are analyzed with respect to vibrations caused by tram and road traffic. The influence of the soil-structure interaction on modal frequencies and amplitudes of vibrations is considered. The assessment of the way in which humans are affected by traffic-induced vibrations is conducted according to British Standard BS:6472.",
publisher = "Croatian Association of Civil Engineers",
journal = "Građevinar",
title = "Analysis of frame structure vibrations induced by traffic",
pages = "824-811",
number = "9",
volume = "65",
doi = "10.14256/JCE.836.2013"
}
Petronijević, M., Nefovska-Danilović, M.,& Radišić, M.. (2013). Analysis of frame structure vibrations induced by traffic. in Građevinar
Croatian Association of Civil Engineers., 65(9), 811-824.
https://doi.org/10.14256/JCE.836.2013
Petronijević M, Nefovska-Danilović M, Radišić M. Analysis of frame structure vibrations induced by traffic. in Građevinar. 2013;65(9):811-824.
doi:10.14256/JCE.836.2013 .
Petronijević, Mira, Nefovska-Danilović, Marija, Radišić, Marko, "Analysis of frame structure vibrations induced by traffic" in Građevinar, 65, no. 9 (2013):811-824,
https://doi.org/10.14256/JCE.836.2013 . .

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