{"id":281787,"date":"2024-10-19T19:02:34","date_gmt":"2024-10-19T19:02:34","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-cen-tr-168912016\/"},"modified":"2024-10-25T15:42:50","modified_gmt":"2024-10-25T15:42:50","slug":"bsi-pd-cen-tr-168912016","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-cen-tr-168912016\/","title":{"rendered":"BSI PD CEN\/TR 16891:2016"},"content":{"rendered":"

This method is used to determine combined wheel-rail roughness and track decay rates from rail vibration during the pass-by of a train. By combining sound pressure measurement from the same pass-by, a vibro-acoustic transfer function for rolling noise is determined.<\/p>\n

The track decay rate is a vibration quantity that characterizes the attenuation of rail vibration along the track for a given wheel\/rail contact excitation, and thereby affects the amount of sound radiation from the track.<\/p>\n

Combined roughness is a quantity that determines the level of excitation of wheel-rail rolling noise. It can be determined from vertical rail vibration during a train pass-by and the vertical track decay rate. The transfer function can be used to characterize the vibro-acoustic behaviour of the vehicle-track system for a given roughness excitation and in relation to rolling noise. Combined roughness, track decay rates and transfer functions are determined as one-third octave spectra.<\/p>\n

The method can be used for the following purposes:<\/p>\n