In-plane lateral cyclic behaviour of lime-mortar and clay-brick masonry walls in dry and wet conditions

Keyphrases

• Stiffness 100%
• Material Properties 100%
• Cyclic Behavior 100%
• Drying Conditions 100%
• Wet Condition 100%
• Compression Strength 100%
• Load-deformation Behavior 100%
• Mortar Brick 100%
• Lime Mortar 100%
• Clay Brick Masonry Wall 100%
• Masonry Wall 100%
• Moisture 50%
• Assessment Method 50%
• Shear-compression 50%
• Structural Response 50%
• Behavior Characteristics 50%
• Elastic Modulus 50%
• Shear Stress 50%
• Shear Modulus 50%
• In-plane Displacement 50%
• Shear Strength 50%
• Failure Mode 50%
• Analytical Assessment 50%
• Material Characteristics 50%
• Gravity Load 50%
• Ductility 50%
• Full Load 50%
• Moisture Effect 50%
• Lateral Stiffness 50%
• Lateral Load 50%
• Strength Characteristics 50%
• Strength Envelope 50%
• Interaction Parameter 50%
• Wet Method 50%
• Material Response 50%
• Clay Brick 50%
• Assessment Model 50%
• Cyclic Test 50%
• Masonry 50%
• Lateral Capacity 50%
• Main Materials 50%
• Digital Image Correlation Measurement 50%
• Ductility Ratio 50%
• Diagonal Compression Test 50%
• Wet Clay 50%
• Complementary Tests 50%
• Dry Clay 50%
• Masonry Panels 50%
• Precompression Stress 50%
• Moisture-dependent 50%
• Structural Wall 50%
• Masonry Elements 50%

Engineering

• Brick Masonry 100%
• Clay Brick 100%
• Lime Mortar 100%
• Lateral Plane 100%
• Compression Strength 100%
• Deformation Behavior 50%
• Experimental Investigation 50%
• Lateral Loads 50%
• In-Plane Displacement 50%
• Lateral Stiffness 50%
• Material Characteristic 50%
• Interaction Parameter 50%
• Material Response 50%
• Digital Image Correlation 50%
• Dependent Material 50%
• Gravity Load 50%
• Failure Mode 50%
• Structural Response 50%
• Shear Modulus 50%
• Main Result 50%
• Shear Strength 50%
• Modulus of Elasticity 50%