Home pkpi nulu

PDF) Cyclic Bond-Slip Behavior of Partially Debonded Tendons for

By A Mystery Man Writer

Approximate Relationship for the Bond-Slip Using a Concrete Damage-Plastic Model

Lateral behavior of rectangular concrete columns reinforced by partially debonded high-strength reinforcements based on a proposed equivalent stress block

Chapter 2 - Summary of Major Findings, Design of FRP Systems for Strengthening Concrete Girders in Shear

Sustainability, Free Full-Text

Bond Characterization of 17.8-mm (0.7-in.) Diameter Prestressing Strand, Journal of Bridge Engineering

Cyclic behaviors of reinforced concrete beam-column joints with debonded reinforcements and beam failure: experiment and analysis

PDF) Cyclic Bond-Slip Behavior of Partially Debonded Tendons for Sustainable Design of Non-Emulative Precast Segmental Bridge Columns

PDF) Cyclic Bond-Slip Behavior of Partially Debonded Tendons for Sustainable Design of Non-Emulative Precast Segmental Bridge Columns

PDF) Cyclic Bond-Slip Behavior of Partially Debonded Tendons for Sustainable Design of Non-Emulative Precast Segmental Bridge Columns

Ph.D. Thesis

PDF] Local bond stress-slip relationships of deformed bars under generalized excitations : experimental results and analytical model