An Experimental Study on the Shear Behavior of RC Beams Strengthened with Near Surface Mounted and Externally Bonded CFRP Strips
Applicability of Partial Post-Tension Method for Deflection Control of Reinforced Concrete Slabs
Development of a Successive LCC Model for Marine RC Structures Exposed to Chloride Attack on the Basis of Bayesian Approach
Appraisal of Concrete Performance and Plan for Stable Use of EAF Oxidizing Slag as Fine Aggregate of Concrete
Chloride Diffusion Coefficient Model Considering the Initiation Time of Exposure to Chloride Environment