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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
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
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URI
http://grafar.grf.bg.ac.rs/handle/123456789/525
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  • Radovi istraživača / Researcher's publications
  • Катедра за техничку механику и теорију конструкција
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