Stanovení odezvy základové konstrukce mostního pilíře na seizmické zatížení vyvolané provozem na železniční trati

Abstract

Pillar foundation designing and building are very advanced disciplines of modern transport engineering focus on geotechnical problems. Technical seismicity induced by railway traffic is one from many external geotechnical influences that are having an affects on this constructions. Subject of this thesis are an experimental measurement, evaluation and interpretation of technical seismicity register measured on face of ferroconcrete pillar mudsill and sample seismic load formulate for different train types. Results will be used for check on correctness and parametric study retroaction during simple mathematic model of real situation creation.