Keyphrases
End-plate Connection
69%
Beam-column
62%
Extended End-plate Connection
52%
Cyclic Behavior
52%
Steel Shapes
41%
Weak-axis Connection
41%
Finite Element Modeling
41%
Welded Plate
41%
Panel Zone
41%
Cyclic Test
41%
Bolted Steel Connection
41%
Limit State
41%
Moment Connection
41%
Double-channel
41%
Cyclic Loading
41%
Extended End Plate
41%
Rotation Capacity
34%
Stiffness
34%
Monotonic Loading
34%
Cyclic Load
31%
Finite Element Model
31%
Moment Capacity
27%
Connected Beams
27%
I-shaped
24%
Istanbul University
24%
Seismic Applications
20%
AISC 358
20%
Beam Depth
20%
Flange Width
20%
Unstiffened
20%
Moment-rotation Curve
20%
Steel Section
20%
Moment End-plate Connection
20%
Failure Mode
20%
Moment-rotation
20%
Rotational Stiffness
20%
Full Three-dimensional
20%
Turkish Earthquake Code
20%
Three Dimensional Finite Element Model
20%
Hysteresis Loop
20%
Analytical Model
20%
Column Sections
20%
Beam-to-column Connection
20%
Channel Beams
20%
Moment Resisting Frames
20%
Weak Element
13%
Plate Thickness
13%
Connection Configuration
13%
Maximum Moment
13%
Partial Strength Connections
13%
Engineering
End-Plate Connection
100%
Plate End
66%
Test Result
63%
Cross Section
58%
Test Specimen
50%
Finite Element Modeling
48%
Steel Construction
41%
Welded Plate
41%
Test Series
41%
Rotational Stiffness
41%
Beam-Column
41%
Moment Connection
41%
Cyclic Loading
41%
Fem Model
41%
Column Connection
37%
Beam Section
37%
Limitations
27%
Limit State
25%
Cyclic Loads
22%
Monotonic Loading
22%
Contact Element
20%
Actual Behavior
20%
Plane Bending Moment
20%
Dimensional Form
20%
Material Nonlinearity
20%
Finite Element Analysis
20%
Boundary Condition
20%
Strain Hardening
20%
Moment Capacity
16%
Research Project
16%
Failure Mode
13%
Parametric Study
13%
Flange Width
13%
Analytical Model
13%
Hysteresis Loop
13%
Beam Depth
13%
Plastic Moment
8%
Plate Thickness
8%
Seismic Design
8%
Shear Failure
8%
Stress Condition
8%
Column Length
8%
Beam Length
8%
Good Performance
8%
