Cyclic behavior of extended end-plate connections with European steel shapes

Keyphrases

• Cyclic Behavior 100%
• Extended End-plate Connection 100%
• Steel Shapes 100%
• Finite Element Model 50%
• Analytical Model 50%
• Failure Mode 50%
• Cyclic Load 50%
• Turkish Earthquake Code 50%
• Three Dimensional Finite Element Model 50%
• Hysteresis Loop 50%
• Full Three-dimensional 50%
• Rotation Capacity 50%
• Moment-rotation 50%
• Monotonic Loading 50%
• Seismic Applications 50%
• Beam Depth 50%
• AISC 358 50%
• Unstiffened 50%
• Flange Width 50%
• Steel Section 50%
• Moment End-plate Connection 50%

Engineering

• Test Specimen 100%
• End-Plate Connection 100%
• Limitations 66%
• Finite Element Modeling 66%
• Analytical Model 33%
• Test Result 33%
• Failure Mode 33%
• Parametric Study 33%
• Cyclic Loads 33%
• Hysteresis Loop 33%
• Monotonic Loading 33%
• Flange Width 33%
• Beam Depth 33%