Citation

Čecháková V, Rosmanit M, Fojtik R. Procedia Eng. 2012; 40: 79-84.

Copyright

(Copyright © 2012, Elsevier Publishing)

DOI

10.1016/j.proeng.2012.07.059

PMID

unavailable

Abstract

One of the typical bridge structures has been numerically modeled using finite element programs Scia Engineer and ANSYS. Main results from the numerical model were compared to those obtained from experimental testing of the structure. These numerical models were calibrated using experimental data from the static and dynamic load tests performed. Finally, future research on such structures is outlined.