NDLI: A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects

Content Provider	Scilit
Author	Connolly, D. P. Galvín, P. Olivier, B. Romero, A. Kouroussis, G.
Copyright Year	2019
Description	Journal: Soil Dynamics and Earthquake Engineering
Related Links	http://eprints.whiterose.ac.uk/143958/1/Paper.pdf
Ending Page	344
Page Count	13
Starting Page	332
ISSN	02677261
DOI	10.1016/j.soildyn.2019.01.030
Journal	Soil Dynamics and Earthquake Engineering
Volume Number	120
Language	English
Publisher	Elsevier BV
Publisher Date	2019-02-28
Access Restriction	Open
Subject Keyword	Journal: Soil Dynamics and Earthquake Engineering Acoustics and Ultrasonics Mechanical Engineering Switches-crossings-joints Railway Singular Defects Ground-borne Vibration Building Vibration 2.5d Finite Element Railroad Track Structure-borne Rail Vibration Rail Vehicle Dynamics
Content Type	Text
Resource Type	Article
Subject	Geotechnical Engineering and Engineering Geology Civil and Structural Engineering Soil Science

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A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects