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Analysis of frame structure vibrations induced by traffic

Petronijevic, M ; Danilovic, M N ; Radisic, M

Građevinar (Zagreb), 2013-09, Vol.65 (9), p.811-824

Croatian Association of Civil Engineers

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  • Título:
    Analysis of frame structure vibrations induced by traffic
  • Autor: Petronijevic, M ; Danilovic, M N ; Radisic, M
  • Assuntos: Assessments ; Dynamics ; Frames ; Mathematical models ; Soil structure interactions ; Traffic engineering ; Traffic flow ; Vibration
  • É parte de: Građevinar (Zagreb), 2013-09, Vol.65 (9), p.811-824
  • Notas: ObjectType-Article-2
    SourceType-Scholarly Journals-1
    ObjectType-Feature-1
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    ObjectType-Article-1
    ObjectType-Feature-2
  • Descrição: 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 B5:6A72.
  • Editor: Croatian Association of Civil Engineers
  • Idioma: Inglês;Croatian

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