Flexural behavior of a composite steel and precast concrete open web dissymmetric framing system

Keyphrases

• Composite Action 100%
• Steel Beam 100%
• Section Properties 100%
• Composite Precast Concrete 100%
• Flexural Behavior 100%
• Open Web 100%
• Composite Steel-concrete Structures 100%
• Material Properties 50%
• Composite System 50%
• Code-based 50%
• Reinforced Concrete 50%
• Commercial Construction 50%
• Flexural Strength 50%
• Strain Distribution 50%
• Experimental Performance 50%
• Vertically Aligned 50%
• Steel Reinforcement 50%
• Girder 50%
• Experimental Predictions 50%
• Structural Geometry 50%
• Steel-concrete 50%
• Mechanics-based 50%
• Linear Strain 50%
• Steel Component 50%
• Shear Studs 50%
• Effective Structure 50%
• Beam Element 50%
• Composite Floor 50%
• Mechanical Transfer 50%
• Cementitious Grout 50%
• Effective Width 50%
• Stiff Structures 50%
• Concrete Slab 50%
• Floor System 50%
• Large-scale Assembly 50%
• Aligned Elements 50%
• Structural Steel 50%
• Slab System 50%
• Precast Hollow-core Slab 50%
• Horizontally Aligned 50%
• Shallow Floors 50%
• Composite Construction 50%
• Composite Structural System 50%
• Floor Assemblies 50%
• Residential Construction 50%

Engineering

• Composite Action 100%
• Steel Beam 100%
• Precast Concrete 100%
• Framing System 100%
• Flexural Behavior 100%
• Composite Steel 100%
• Section Property 100%
• Shallower 50%
• Experimental Result 50%
• Reinforced Concrete 50%
• Structural System 50%
• Rigid Structure 50%
• Beams and Girders 50%
• Steel Reinforcement 50%
• Grout 50%
• Structural Geometry 50%
• Linear Strain 50%
• Shear Studs 50%
• Beam Element 50%
• Composite Floor 50%
• Composite Construction 50%
• Structural Steel 50%
• Concrete Slab 50%
• Floor System 50%
• Effective Width 50%