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Numerical study of unstiffened extended shear tab connections
Ahmad Abou-Zidan,
Yi Liu
Business, Management and Accounting
Research output
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Contribution to journal
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Article
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peer-review
13
Citations (Scopus)
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Keyphrases
Unstiffened
100%
Extended Shear Tab Connections
100%
Shear Bolts
75%
Row Configuration
50%
Plate Thickness
25%
Shear Fracture
25%
Lateral Restraint
25%
Web Slenderness
25%
Effective Eccentricity
25%
Engineering
Shear Fracture
25%
Plate Thickness
25%