Similar Items: Estimation of Degradation in Load Carrying Capacity of Corroded PSC I-Girder
- Evaluation and upgrading web-gap distortion retrofits in steel girder bridges
- Shear buckling behavior of a plate composite girder using concrete-filled steel tube structures
- Transversal Shear Force in the Shear Connection of Twin-Girder Composite Bridges – Open vs. Semi-Closed Bridge Cross-Sections
- Numerical analysis and experimental testing of ultra-high performance fibre reinforced concrete keyed dry and epoxy joints in precast segmental bridge girders
- A Hybrid Finite-Element–Machine-Learning Framework for Predicting Load Capacity and Eccentricity Effects in Circular Concrete-Filled Steel Tubes
- Behavior of multi-cell steel columns under impact loading