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Effects of high-strength reinforcing bars and concrete on seismic behavior of RC beam-column joints
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10.1016/j.engstruct.2019.01.019 |
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Penetrability, Corrosion Potential, and Electrical Resistivity of Bacterial Concrete
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10.1061/(ASCE)MT.1943-5533.0002618 |
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3D beam-column corner joints retrofitted with X-shaped FRP sheets attached via the EBROG technique
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10.1016/j.engstruct.2019.01.038 |
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The effect of concrete alkalinity on behavior of reinforcing polyester and polypropylene fibers with similar properties
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10.1016/j.cemconcomp.2018.12.012 |
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Mix design of the green self-consolidating concrete: Incorporating the waste glass powder
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10.1016/j.conbuildmat.2018.12.020 |
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Experimental and numerical study of the RC beams shear-strengthened with NSM technique
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10.1177/0021998319830777 |
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Experimental and analytical study on CFRP strips-to-concrete bonded joints using EBROG method
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10.1016/j.compositesb.2018.09.046 |
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Effects of coarse aggregate volume on CFRP-concrete bond strength and behavior
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10.1016/j.conbuildmat.2018.11.188 |
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Slenderness Effects in Circular RC Columns Strengthened with CFRP Sheets Using Different External Bonding Techniques
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10.1061/(ASCE)CC.1943-5614.0000908 |
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Bond mechanism of EBROG method using a single groove to attach CFRP sheets on concrete
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10.1016/j.conbuildmat.2018.11.204 |
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Effects of Mid-Layer Used in the FRP-Confinement of RC Columns
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Analysis of RC beams strengthened with FRP sheets under shear and Flexure using MCFT
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Porcelain and red ceramic wastes used as replacements for coarse aggregate in concrete
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10.1016/j.conbuildmat.2018.11.033 |
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Behavior of concrete columns reinforced with high-strength steel rebars under eccentric loading
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The effect of specific surface area of macro fibers on energy absorption capacity of concrete
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10.1080/00405000.2018.1512040 |
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Investigating the effects of concrete compressive strength, CFRP thickness and groove depth on CFRP-concrete bond strength of EBROG joints
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Grooving methods in square RC columns strengthened with longitudinal CFRP under cyclic axial compression
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Shear Retrofitting of Corner 3D-Reinforced Concrete Beam-Column Joints Using Externally Bonded CFRP Reinforcement on Grooves
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