- Experimental Investigation of Flexural Behavior of Steel–UHPC Composite Beam with Waffle-Slab System
- Experimental Investigation of Curved-Soffit RC Bridge Girders Strengthened in Flexure Using CFRP Composites
- Deterioration of Concrete Bridge Decks Containing Epoxy-Coated and Uncoated Reinforcement
- Experimental Investigation of Surface Preparation on Normal and Ultrahigh-Performance Concrete Interface Behavior
- Theoretical and Numerical Study on Dynamic Characteristics of Composite Trough Girder with Corrugated Steel Webs
- Monitoring Railway Bridge KW51 Before, During, and After Retrofitting
- Resilience and Economic Loss Assessment of Highway Bridges in Deep Reservoir under Near-Fault Ground Motions
- Improving Seismic Behavior of Existing Multicolumn RC Bridge Bents Using Low-Damage Retrofit Strategy
- Structural Analysis of a Stress-Laminated-Timber Bridge Deck Using Hardwood
- Composite Steel Tee Concrete Deck Bridge System: Performance of Interface Shear Connection
- Influence of Expansion Joints in Deck Parapets on Localized Cracking in Adjacent Box Girders
- Fatigue Assessment of Welded Connections in I-Girder Composite High-Speed Railway Bridges
- Pedestrian-Induced Load Identification from Structural Responses Using Genetic Algorithm with Numerical and Experimental Validation
- Seismic Damage Analysis of Piled Pier System Constructed on Soft Clay Ground
- Long-Term Monitoring of Temperature Differences in a Steel Truss Bridge with Two-Layer Decks Compared with Bridge Codes: Case Study
