Review on the macro-modeling alternatives and a proposal for modeling coupling beams in tall buildings

Keyphrases

• Aspect Ratio 33%
• Beam Strength 33%
• Better Approximation 33%
• Concrete Materials 33%
• Coupling Beam 100%
• Cyclic Response 33%
• Diagonally Reinforced Coupling Beams 100%
• Effective Stiffness 33%
• Energy Dissipating 33%
• Energy Dissipation 33%
• Extension Method 33%
• Finite Element Model 33%
• Flexure-shear 33%
• Interface Slip 33%
• Macromodel 100%
• Macromodeling 100%
• Mathematical Model 33%
• Micromodel 33%
• Modeling Techniques 33%
• Numerical Model 33%
• Plastic Energy 33%
• Shear Slip 33%
• Shear Wall 33%
• Strength Parameters 33%
• Tall Buildings 100%
• Ultimate Shear Capacity 33%

Engineering

• Actual Response 50%
• Alternative Model 50%
• Analytical Study 50%
• Beam Strength 50%
• Concrete (Composite Building Material) 50%
• Energy Dissipation 50%
• Energy Engineering 50%
• Finite Element Modeling 50%
• Flexure 50%
• Interface Slip 50%
• Mathematical Model 50%
• Numerical Model 50%
• Shear Walls 50%
• Strength Parameter 50%
• Tall Buildings 100%