Response of Semirigid Steel Frames to Cyclic and Earthquake Loads

Keyphrases

• Earthquake Load 100%
• Cyclic Load 100%
• Semi-rigid Steel Frame 100%
• Appropriate Design 50%
• Steel Frame 50%
• Semi-rigid 50%
• Hysteretic Behavior 50%
• Dynamic Characteristics 50%
• Loading Conditions 50%
• Semi-rigid Connection 50%
• Connection Stiffness 50%
• Ductility 50%
• Bolted Connection 50%
• Rigid Connection 50%
• Seismic Load 50%
• Seismic Behavior 50%
• Cyclic Test 50%
• Lack of Response 50%
• High Seismicity 50%
• Column Design 50%
• Connection Capacity 50%
• Monotonic Test 50%
• Weak Beam 50%
• Pseudo-dynamic Test 50%
• Web Angle 50%
• Strongest Column 50%
• Semi-rigid Frames 50%
• Top-seat Angle 50%

Engineering

• Steel Frame 100%
• Earthquake Load 100%
• Research Project 33%
• Loading Condition 33%
• Experimental Result 33%
• Seismic Loading 33%
• Bolted Connection 33%
• Seismic Behavior 33%
• Seismicity 33%