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Design of steel beams with discrete lateral restraints.
Finian Mccann
Research output
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Contribution to journal
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Article
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peer-review
19
Citations (Scopus)
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Keyphrases
Design Codes
100%
Lateral Restraint
100%
Steel Beam
100%
Design Equation
100%
Effective Means
50%
By Design
50%
Restraint Stiffness
50%
Lateral-torsional Buckling
50%
Shear Center
50%
Current Analysis
50%
Column Behavior
50%
Brief Therapy
50%
Derived Formulae
50%
Elastic Restraint
50%
Simply Supported Beam
50%
Return Value
50%
Design Expressions
50%
Compression Flange
50%
Engineering
Design Code
100%
Steel Beam
100%
Effective Mean
50%
Nodes
50%
Critical Moment
50%
Induced Force
50%
Shear Centre
50%
Simply Supported Beam
50%
Lateral-Torsional Buckling
50%
Compression Flange
50%