Skip to main content
People
Isfahan University of Technology
Finding Contents or People
Shear Strengthening of RC Deep Beams with Symmetrically or Asymmetrically Positioned Square Openings Using CFRP Composites and Steel Protective Frames
Behaviour of EBRIG CFRP sheet-concrete joint: Comparative assessment with EBR and EBROG methods
Effects of groove angle and pattern on CFRP-to-concrete bond behavior of EBROG joints: Comparison of diagonal with longitudinal and transverse grooves
Bond Behavior of Prestressed CFRP Strips-to-Concrete Joints Using the EBROG Method: Experimental and Analytical Evaluation
Evaluating the behavior and bond properties of FRP spike anchors under confined conditions and elevated temperature
Eccentric load behaviour of concrete columns retrofitted with engineered cementitious composite jackets via grooving method
Eccentric load behaviour of concrete columns retrofitted with engineered cementitious composite jackets via grooving method
Compressive behavior of triaxially braided metal-CFRP hybrid lattice structures
Retrofit of concrete columns with fibre strips using grooves and corner battens
Retrofit of concrete columns with fibre strips using grooves and corner battens
Shear and flexural strengthening of deficient flat slabs with post-installed bolts and CFRP composites bonded through EBR and EBROG
Effect of aggregate content on the CFRP-concrete effective bond length: An experimental and analytical study
CFRP-to-concrete bond behavior under aggressive exposure of sewer chamber
Seismic Performance of RC Short Columns Retrofitted with a Novel System in Shear and Flexure Using CFRP Composites
Shear strengthening of RC beams using EBRIG CFRP strips: a comparative study
Pagination
Current page
1
Page
2
Page
3
Page
4
Page
5
Page
6
Page
7
Page
8
Page
9
…
Next page
››
Last page
Last »
تحت نظارت وف ایرانی