Keyphrases
Cyclic Shear
100%
Beam-to-column Connection
100%
Load Test
100%
Shear Load
100%
Angle Beams
100%
Top-seat Angle
100%
Cyclic Rotation
100%
Reserve Capacity
66%
Moment Frame
66%
Frame Action
66%
Hysteretic Behavior
33%
Ductility
33%
Deformation Pattern
33%
Geometrical Parameters
33%
Failure Mode
33%
Loading History
33%
Beam-column
33%
Gravity Load
33%
Steel Buildings
33%
Montreal
33%
Gravity Framing
33%
Mode Pattern
33%
Comprehensive Performance Evaluation
33%
Moment Capacity
33%
Building Collapse
33%
Energy Dissipation Capacity
33%
Beam-column Sub-assemblage
33%
Lateral Resistance
33%
Hysteresis Nonlinearity
33%
Connection Behavior
33%
Loading System
33%
Collapse Prevention
33%
Deformation Failure
33%
Seismic Collapse
33%
Full-scale Beam
33%
Column Sections
33%
Envelope Curve
33%
Bolted Angles
33%
Partially Restrained
33%
Bolted-angle Connections
33%
Top-and-seat Angle Connection
33%
Secondary Moment
33%
Ecole Polytechnique
33%
Restrained Beam
33%
Seismic Building
33%
Engineering
Full Scale
100%
Beam-Column
100%
Column Connection
100%
Seat Angle
100%
Shear Loads
100%
Capacity Reserve
50%
Rotational
25%
Energy Dissipation
25%
Failure Mode
25%
Geometrical Parameter
25%
Loading History
25%
Gravity Load
25%
Load System
25%
Moment Capacity
25%
Test Program
25%
Lateral Resistance
25%
Envelope Curve
25%
Restrained Beam
25%
Ecole Polytechnique
25%