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Design approach of cold-formed steel portal frames
M. Dundu
Civil Engineering Science
Research output
:
Contribution to journal
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Article
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peer-review
26
Citations (Scopus)
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Keyphrases
Codes of Practice
100%
Deflection
100%
Design Approach
100%
Stress Concentration
100%
Structural Arrangement
100%
Portal Frame
100%
Bearing Deformation
100%
Eaves
100%
Cold-formed Steel Portal Frames
100%
Local Buckling
100%
Overall Buckling
100%
Shear Lag
100%
Rafter
100%
Cold-formed Channel Sections
100%
Column Members
100%
Effective Width
100%
Engineering
Portal Frame
100%
Cold-Formed Steel
100%
Joints (Structural Components)
50%
Local Buckling
50%
Shear Lag
50%
Channel Section
50%
Effective Width
50%
Stress Concentration
50%