The effect of lap splice length on the cyclic lateral load behavior of RC members with low-strength concrete and plain bars

Keyphrases

• Analytical Model 20%
• Axial Load 20%
• Bar Diameter 20%
• Bond-slip Behavior 20%
• Concrete Strength 20%
• Construction Quality 20%
• Cyclic Lateral Loading 100%
• Developing Countries 20%
• Ductility Characteristics 20%
• Earthquake Action 20%
• Existing Reinforced Concrete Buildings 20%
• Existing Structures 20%
• Fiber-based 20%
• Flexural Strength 20%
• Floor Level 20%
• Geometric Ratio 20%
• Lap Splice 40%
• Lap Splice Length 100%
• Large Drift 20%
• Lateral Load 100%
• Lateral Reinforcement 20%
• Longitudinal Bars 80%
• Longitudinal Reinforcement 20%
• Low Strength Concrete 100%
• Lower Limb Strength 20%
• Negative Influence 20%
• Plain Bars 100%
• Poor Quality 20%
• RC Column 40%
• RC Members 100%
• Reinforcement Detailing 20%
• Reinforcement Ratio 20%
• Reliable Assessments 20%
• Seismic Areas 20%
• Seismic Performance 20%
• Seismic Safety 20%
• Severe Earthquake 20%
• Strength Characteristics 20%
• Strength Degradation 20%
• Volumetric Ratio 20%

Engineering

• Analytical Model 14%
• Axial Load 14%
• Bar Diameter 14%
• Bending Strength 14%
• Concrete Buildings 14%
• Concrete Strength 14%
• Developing Country 14%
• Floor Level 14%
• Lap Splice 100%
• Lateral Loads 100%
• Mm Diameter 14%
• Poor Quality 14%
• Reinforced Concrete 14%
• Reliable Assessment 14%
• Seismic Areas 14%
• Seismic Performance 14%
• Severe Earthquake 14%
• Strength Concrete 100%
• Strength Degradation 14%
• Test Program 14%
• Test Result 14%