Computational Technology Resources - CCP

K. Koziol, "The Influence of Vibration Propagation from Trams on Building Vibration caused by Ground Shaking", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 211, 2015. doi:10.4203/ccp.108.211

Keywords: vibration reduction, vibration propagation, dynamic response of the building, paraseismic vibrations.

Summary

This paper shows the reduction of mechanical vibrations during the transition between the border phase constituted by the ground and foundation of a small residential building. Generally amplitudes recorded on the ground are greater than those recorded on the building. Amplitude-frequency analysis revealed that for low-frequency oscillations (in the analyzed objects up to 12.5 Hz) one can observe an increase of the vibrations. Therefore, during determination of the dynamic loading caused by the trams traffic in the vicinity of a residential building the analysis should be in the frequency domain rather than in the time domain.

purchase the full-text of this paper (price £20)

go to the previous paper
go to the next paper
return to the table of contents
return to the book description
purchase this book (price £75 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 108 PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: J. Kruis, Y. Tsompanakis and B.H.V. Topping Paper 211 The Influence of Vibration Propagation from Trams on Building Vibration caused by Ground Shaking K. Koziol Institute of Structural Mechanics, Cracow University of Technology, Poland doi:10.4203/ccp.108.211 purchase the full-text of this paper Full Bibliographic Reference for this paper K. Koziol, "The Influence of Vibration Propagation from Trams on Building Vibration caused by Ground Shaking", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 211, 2015. doi:10.4203/ccp.108.211 Keywords: vibration reduction, vibration propagation, dynamic response of the building, paraseismic vibrations. Summary This paper shows the reduction of mechanical vibrations during the transition between the border phase constituted by the ground and foundation of a small residential building. Generally amplitudes recorded on the ground are greater than those recorded on the building. Amplitude-frequency analysis revealed that for low-frequency oscillations (in the analyzed objects up to 12.5 Hz) one can observe an increase of the vibrations. Therefore, during determination of the dynamic loading caused by the trams traffic in the vicinity of a residential building the analysis should be in the frequency domain rather than in the time domain. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £75 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions