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Shear-torsion interaction of RC beams strengthened with FRP sheets
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#
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1394 - 03
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Concrete Durability Improvement in a Sulfate Environment Using Bacteria
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#
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1394 - 03
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Influence of bonding technique on bond behavior of CFRP-to-clay brick masonry joints Experimental study using particle image velocimetry (PIV)
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#
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1394 - 03
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COMPRESSION CAPACITY OF RC COLUMNS STRENGTHENED WITH LONGITUDINAL CFRP COMPOSITE
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#
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1394 - 02
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Influence of biodeposition treatment on concrete durability in a sulphate environment
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#
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1394 - 02
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Design model for shear capacity of RC beams strengthened with two-side CFRP wraps based on effective FRP strain concept
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#
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1394 - 01
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Strengthening of RC columns by longitudinal CFRP sheets Effect of strengthening technique
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#
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1393 - 12
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Strengthening of flat slabs with FRP fan for punching shear
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#
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1393 - 10
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Effect of corner radius and aspect ratio on compressive behavior of rectangular concrete columns confined with CFRP
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#
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1393 - 10
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Compressive Strength of CFRP Composites Used for Strengthening of RC Columns Comparative Evaluation of EBR and Grooving Methods
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#
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1393 - 09
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Confining of square RC columns with FRP sheets using corner strip batten technique
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#
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1393 - 08
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Bond Efficiency of EBR and EBROG Methods in Different Flexural Failure Mechanisms of FRP Strengthened RC Beams
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#
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1392 - 11
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Strengthening and Rehabilitation of RC Beams with FRP Overlays under Combined Shear and Torsion
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#
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1392 - 10
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Evaluation of SCC yield stress from L-box test using the dam break model
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#
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1392 - 10
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Effective bond length of FRP-to-concrete adhesively-bonded joints Experimental evaluation of existing models
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#
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1392 - 10
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Effect of groove characteristics on CFRP-to-concrete bond behavior of EBROG joints Experimental study using particle image velocimetry (PIV)
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#
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1392 - 05
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Experimental investigation into bond behavior of CFRP sheets attached to concrete using EBR and EBROG techniques
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#
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1392 - 05
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Punching shear strengthening of two-way flat slabs using CFRP rods
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#
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1392 - 02
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EBROG and EBRIG Methods for Strengthening of RC Beams by FRP Sheets
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#
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1392 - 01
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EFFECT OF CONCRETE STRENGTH AND GROOVE DIMENSION ON PERFORMANCE OF GROOVING METHOD TO POSTPONE DEBONDING OF FRP SHEETS IN STRENGTHENED CONCRETE BEAMS
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#
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1391 - 11
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