The Prediction of Railway Induced Vibration Effects on Planned Building

The paper describes the analysis of the dynamic effects of the railway transport on the planned structures in its vicinity. It describes attention to the current problems concerning the technical seismicity involved by rail transport with high-intensity. This analysis is based on results of real case study in Milochov village near main Slovak railway corridor. It describes the process of experimental measurement, evaluation of measured data and the obtained results of the dynamic response of the subsoil from random excitation. This analyzed random excitation is caused by trains running on a heavy loaded railway line.