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Published: Građevinar 65 (2013) 9
Paper type: Preliminary report
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Analysis of frame structure vibrations induced by traffic

Marija Nefovska Danilović, Marko Radišić, Mira Petronijević

Abstract

A simple numerical model for the dynamic analysis of 2D 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
frame structure, soil-structure interaction, traffic induced vibrations, integral transform method

HOW TO CITE THIS ARTICLE:

Nefovska Danilović, M. ., Radišić, M., Petronijević, M.: Analysis of frame structure vibrations induced by traffic, GRAĐEVINAR, 65 (2013) 9, pp. 811-824, doi: https://doi.org/10.14256/JCE.836.2013

OR:

Nefovska Danilović, M. ., Radišić, M., Petronijević, M. (2013). Analysis of frame structure vibrations induced by traffic, GRAĐEVINAR, 65 (9), 811-824, doi: https://doi.org/10.14256/JCE.836.2013

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Authors:
Nefovska Danilović WEB
Marija Nefovska Danilović
University of Belgrade
Faculty of Civil Engineering
Radišić WEB
Marko Radišić
University of Belgrade
Faculty of Civil Engineering
Petronijević WEB
Mira Petronijević
University of Belgrade
Faculty of Civil Engineering