Keyphrases
AISC 360
33%
Axial Load
33%
Beam-column
100%
Beam-column Members
66%
Beam-column Tests
33%
Bending Resistance
66%
Closed Section
66%
Coated Sheets
33%
Cold-formed Steel
100%
Compression Resistance
66%
Connector
33%
Deflection Response
33%
Direct Strength Method
66%
End Moments
33%
European Codes
66%
Failure Mode
33%
Interaction Curves
33%
Lateral Deflection
33%
Loading Capacity
66%
Longitudinal Direction
33%
Moment Gradient
33%
New Zealand
33%
Nominal Strength
33%
Non-uniform Bending
100%
Nonuniform Compression
33%
North America
33%
Open Section
66%
Plate Thickness
33%
S100
33%
Steel Grade
33%
Strength Prediction
66%
Thin-walled Section
66%
Zinc
33%
Engineering
Applicability
16%
Axial Load
16%
Beam-Column
100%
Design Method
33%
Direct Strength Method
33%
End Moment
16%
Failure Mode
16%
Formed Steel
100%
Lateral Deflection
16%
Longitudinal Direction
16%
Nominal Strength
16%
Open Section Beam
16%
Pinned Support
16%
Plate Thickness
16%
Section Beam
100%
Steel Grade
16%
Test Program
16%
Test Result
16%
Test Specimen
33%