|
Experimental Investigation of the Efficacy of EBROG Method in Seismic Rehabilitation of Deficient Reinforced Concrete Beam Column Joints Using CFRP Sheets
|
# |
|
|
Determination of optimized mix design and curing conditions of reactive powder concrete (RPC)
|
# |
|
|
Analytical Assessment of CFRP Retrofitted Reinforced-Concrete Buildings Subjected to Near-Fault Ground Motions
|
# |
|
|
Reducing Permeability of Concrete by Bacterial Mediation on Surface Using Treatment Gel
|
# |
|
|
Influence of different bonding and wrapping techniques on performance of beams strengthened in shear using CFRP reinforcement
|
# |
|
|
Influence of magnesium sulphate concentration on durability of concrete containing micro-silica slag and limestone powder using durability index
|
# |
|
|
Axial-flexural interaction in square RC columns confined by intermittent CFRP wraps
|
# |
|
|
Performance of corner strips in CFRP confinement of rectinear RC columns
|
# |
|
|
Corner Strip-Batten Technique for FRP-Confinement of Square RC Columns under Eccentric Loading
|
# |
|
|
Experimental Study of Circular RC Columns Strengthened with Longitudinal CFRP Composites under Eccentric Loading Comparative Evaluationof EBR and EBROG Methods
|
# |
|
|
STRENGTHENING OF SLENDER RC SHEAR WALL WITH FRP SHEETS
|
# |
|
|
Effect of GM patterns on ductility and debonding control of FRP sheets in RC strengthened beams
|
# |
|
|
Shear-torsion interaction of RC beams strengthened with FRP sheets
|
# |
|
|
Concrete Durability Improvement in a Sulfate Environment Using Bacteria
|
# |
|
|
Influence of bonding technique on bond behavior of CFRP-to-clay brick masonry joints Experimental study using particle image velocimetry (PIV)
|
# |
|
|
COMPRESSION CAPACITY OF RC COLUMNS STRENGTHENED WITH LONGITUDINAL CFRP COMPOSITE
|
# |
|
|
Influence of biodeposition treatment on concrete durability in a sulphate environment
|
# |
|
|
Design model for shear capacity of RC beams strengthened with two-side CFRP wraps based on effective FRP strain concept
|
# |
|
|
Strengthening of RC columns by longitudinal CFRP sheets Effect of strengthening technique
|
# |
|