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