Ray Kai-Leung Su
- Effects of Chloride, Humidity, and Concrete Mix on the Electrochemical Parameters of Steel Reinforcement Corrosion. In: Journal of Materials in Civil Engineering (ASCE), v. 36, n. 8 (August 2024). (2024):
- A review on FRP bars and supplementary cementitious materials for the next generation of sustainable and durable construction materials. In: Construction and Building Materials, v. 383 (June 2023). (2023):
- Experimental Case Study on the Fatigue Behavior of Steel–Concrete Composite Beams after Chloride-Induced Corrosion and Cyclic Freeze–Thaw. In: Journal of Bridge Engineering (ASCE), v. 28, n. 1 (January 2023). (2023):
- Lateral overturning process and failure mechanism of curved steel-concrete composite box-girder bridges under specific overloading vehicles. In: Structures, v. 35 (January 2022). (2022):
- Test of the Long-Term Behavior of Curved Steel–Concrete Composite Box Beams: Case Study. In: Journal of Bridge Engineering (ASCE), v. 26, n. 9 (September 2021). (2021):
- Finite beam element with 26 DOFs for curved composite box girders considering constrained torsion, distortion, shear lag and biaxial slip. In: Engineering Structures, v. 232 (April 2021). (2021):
- A piecewise linear transverse shear transfer model for bolted side-plated beams. In: Structural Engineering and Mechanics, v. 62, n. 4 (May 2017). (2017):
- Repair of Fire-Exposed Preloaded Rectangular Concrete Columns by Postcompressed Steel Plates. In: Journal of Structural Engineering (ASCE), v. 140, n. 3 (March 2014). (2014):
- Theoretical and Experimental Study of Plate-Strengthened Concrete Columns under Eccentric Compression Loading. In: Journal of Structural Engineering (ASCE), v. 139, n. 3 (March 2013). (2013):
- Retrofit of Deep Concrete Coupling Beams by a Laterally Restrained Side Plate. In: Journal of Structural Engineering (ASCE), v. 137, n. 4 (April 2011). (2011):
- Experimental Study on Embedded Steel Plate Composite Coupling Beams. In: Journal of Structural Engineering (ASCE), v. 131, n. 8 (August 2005). (2005):