Behaviour Analysis of a Cross-Girder to Tie-Girder Connection at a Road Bridge Structure

Online veröffentlicht: 31. Dez. 2020

Seitenbereich: 33 - 40

DOI: https://doi.org/10.2478/ouacsce-2020-0004

Schlüsselwörter

arch steel bridges, bolts (non-prestressed/prestressed), girder-tie connection, rigid and flexible end plate

© 2020 Mircea Suciu et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.