Numerical modelling of a bridge subjected to simultaneous effect of a moving load and a vertical seismic ground excitation

Fischer, Cyril, Fischer, Ondřej, and Frýba, Ladislav. "Numerical modelling of a bridge subjected to simultaneous effect of a moving load and a vertical seismic ground excitation." Programs and Algorithms of Numerical Mathematics. Prague: Institute of Mathematics AS CR, 2015. 71-76. <http://eudml.org/doc/269912>.

@inProceedings{Fischer2015,
abstract = {A simple beam subjected to a row of regularly distributed moving forces and simultaneous vertical motions of its supports is described using a simplified theoretical model and a finite differences approach. Several levels of simplification of the structure and input data are supposed. Numerical results confirm legitimacy of the assumptions.},
author = {Fischer, Cyril, Fischer, Ondřej, Frýba, Ladislav},
booktitle = {Programs and Algorithms of Numerical Mathematics},
keywords = {simple beam; regularly distributed moving forces; finite differences},
location = {Prague},
pages = {71-76},
publisher = {Institute of Mathematics AS CR},
title = {Numerical modelling of a bridge subjected to simultaneous effect of a moving load and a vertical seismic ground excitation},
url = {http://eudml.org/doc/269912},
year = {2015},
}

TY - CLSWK
AU - Fischer, Cyril
AU - Fischer, Ondřej
AU - Frýba, Ladislav
TI - Numerical modelling of a bridge subjected to simultaneous effect of a moving load and a vertical seismic ground excitation
T2 - Programs and Algorithms of Numerical Mathematics
PY - 2015
CY - Prague
PB - Institute of Mathematics AS CR
SP - 71
EP - 76
AB - A simple beam subjected to a row of regularly distributed moving forces and simultaneous vertical motions of its supports is described using a simplified theoretical model and a finite differences approach. Several levels of simplification of the structure and input data are supposed. Numerical results confirm legitimacy of the assumptions.
KW - simple beam; regularly distributed moving forces; finite differences
UR - http://eudml.org/doc/269912
ER -