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.
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 . .
