Abstract
The passage of a train over a railway bridge has been recognised as an important source of noise in urban environments. To help find means to reduce it, an accurate model for this noise is required. Prediction of the bridge vibration is the main challenge in determining the structure-borne noise. The computational cost of such an analysis using conventional Finite Element (FE) method is prohibitive, due to the enormous number of modes of vibration in the frequency range of interest. Statistical Energy Analysis (SEA) has therefore been used to model bridges in the past. However, this can be difficult to apply to bridges that have complex cross-sectional geometry.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
