Effects of strain gradients in the onset of global buckling in slender walls due to earthquake loading

Keyphrases

• Strain Gradient 100%
• Slender Walls 100%
• Global Buckling 100%
• Strain Effect 100%
• Earthquake Loading 100%
• Wall Boundary 66%
• Tensile Strain 66%
• Load Reversal 66%
• Buckling Model 66%
• Loading Conditions 33%
• Curtain 33%
• Slenderness Ratio 33%
• Compression Cycle 33%
• Reinforced Concrete Buildings 33%
• Complex Loading 33%
• Tension-compression 33%
• Prismatic Columns 33%
• Simplified Approach 33%
• Uniform Tension 33%
• Nonlinear Finite Element 33%
• Chile Earthquake 33%
• Through-the-wall 33%
• Axial Force 33%
• Axially Loaded Column 33%
• New Zealand Earthquake 33%

Engineering

• Global Buckling 100%
• Tensile Strain 100%
• Strain Gradient 100%
• Effect of Strain 100%
• Earthquake Loading 100%
• Key Parameter 50%
• Broad Range 50%
• Loading Condition 50%
• Concrete Buildings 50%
• Axial Force 50%
• Finite Element Analysis 50%
• Aspect Ratio 50%
• Reinforced Concrete 50%

INIS

• strains 100%
• earthquakes 100%
• walls 100%
• buckling 100%
• loading 100%
• height 25%
• variations 25%
• laboratories 16%
• chile 8%
• comparative evaluations 8%
• length 8%
• range 8%
• accuracy 8%
• compression 8%
• design 8%
• new zealand 8%
• depth 8%
• reinforced concrete 8%
• nonlinear problems 8%
• finite element method 8%
• curtains 8%
• boundary element method 8%