Dynamic Analysis of a Steel-Concrete Railway Bridges of Langer Type Under the Influence of a Moving Load

Pubblicato online: 02 nov 2023

Pagine: 147 - 158

DOI: https://doi.org/10.30540/sae-2023-013

Parole chiave

modal analysis, Newmark method, FEM model, moving load, steel-concrete railway bridges of Langer type

© 2023 Waldemar Szaniec et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 3.0 Public License.