Analytical prediction of the shear resistance of precast RC pinned beam-to-column connections

Keyphrases

• Analytical Prediction 100%
• Pinned Beam-to-column Connections 100%
• Shear Resistance 100%
• Cyclic Loading 50%
• Numerical Model 50%
• Monotonic Loading 50%
• Prediction Accuracy 25%
• Analytical Investigation 25%
• Three-dimensional (3D) 25%
• Static Loading 25%
• Earthquake Engineering 25%
• ABAQUS 25%
• Numerical Results 25%
• Finite Element Software 25%
• Technical University 25%
• Effective Tool 25%
• Analytical Approach 25%
• Interaction Properties 25%
• Athens Greece 25%
• University of Athens 25%
• Precast Structures 25%
• Column Base Connection 25%
• Nonlinear Simulation 25%
• Material Boundary 25%
• Concrete Smeared Cracking 25%
• Smeared Crack Model 25%
• Steel Dowels 25%

Engineering

• Column Connection 100%
• Shear Resistance 100%
• Cyclic Loading 40%
• Numerical Model 40%
• Monotonic Loading 40%
• Earthquake Engineering 20%
• Accurate Prediction 20%
• Analytical Approach 20%
• Abaqus 20%
• Interaction Property 20%
• Boundary Condition 20%
• Finite Element Analysis 20%