Mechanical Behavior of Dou-Gong Brackets in Chinese Traditional Timber Structures: An Experimental Study

Engineering

• Arch 100%
• Bearing Capacity 50%
• Deformation Behavior 50%
• Deformation Resistance 50%
• Degradation Rate 50%
• Displacement Response 50%
• Failure Mode 100%
• Horizontal Direction 50%
• Load Limits 50%
• Load Test 50%
• Mechanical Property 100%
• Negligible Effect 50%
• Stiffness Degradation 100%