Transversal Shear Force in the Shear Connection of Twin-Girder Composite Bridges – Open vs. Semi-Closed Bridge Cross-Sections

Pubblicato online: 03 lug 2025

Pagine: 63 - 76

Ricevuto: 12 mar 2025

Accettato: 02 giu 2025

DOI: https://doi.org/10.2478/ncr-2025-0008

Parole chiave

bridge, case study, composite action, horizontal truss, shear connectors, shear distribution, steel-concrete, strengthening, torsional stability

© 2025 Victor Vestman, Lic et al., published by Sciendo

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