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Punching Shear Strengthening of Two-Way Flat Slabs with CFRP Grids
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1393 - 03
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Influence of milled waste glass as partial cement replacement on durability of recycled aggregate concrete in sulfate environment
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1392 - 06
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Experimental evaluation of FRP-to-concrete bond strength in EBROG technique for strengthening concrete members
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1392 - 06
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Strain Profile Evaluation in Strengthening FRP Sheets Using Digital Image Analysis Technique
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1391 - 09
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Evaluation of Existing Models of FRP-to-Concrete Debonding Failure
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1391 - 09
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Crack Monitoring of RC Beams Using Digital Image Analysis Technique
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1391 - 09
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Investigation Effects of Different Parameters on Compressive Strength and Density of EPS Concrete
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1391 - 07
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Experimental Study on the Effectiveness of EBROG Method for Flexural Strengthening of RC Beams
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1391 - 03
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Application of Strut-and-Tie Models for Design of Boundary Elements of Shear Wall
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1391 - 02
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Effect of Mix Proportion on Compressive Strength of RPC
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1391 - 02
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Grooving Method and its Effect on Flexural Failure Mechanism of Concrete Beams Strengthened with FRP
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1391 - 02
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Performance of Externally Bonded Reinforcement In Grooves (EBRIG) Method for Flexural Strengthening of RC Beams
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1391 - 02
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Finite Element Analysis of FRP Strengthened Grooved Concrete Beams
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1391 - 02
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Seismic Vulnerability Analysis of Masonry Portals
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1390 - 04
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PERFORMANCE OF EBROG METHOD UNDER MULTILAYER FRP SHEETS FOR FLEXURAL STRENGTHENING OF CONCRETE BEAMS
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1389 - 11
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Nonlinear Modeling of RC Beams Subjected to Torsion Using the Smeared Crack Model
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1389 - 11
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Effect of Bar-Cutoff and Bent-point Location on Debonding Loads in RC Beams Strengthened with CFRP Plates
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1389 - 07
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Economic Analysis of High Strength Concrete (HSC) in RC Structures
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1389 - 07
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Experimental Study on Grooving Detail for Elimination of Debonding of FRP Sheets from Concrete Surface
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1389 - 07
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Grooving as a Substitute Method of Conventional Surface Preparation for Elimination of Debonding of FRP Laminates from Concrete Surface
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1389 - 07
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