Auteur Cheng Yu
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Article : texte imprimé
Cheng Yu, Auteur ; Ke Xu, Auteur ; Ibraheem Sheerah, Auteur |This note presents an experimental study of the bearing strength of cold-formed steel (CFS) bolted connections using oversized holes without washers. The test parameters include the sheet thickness, the connection type, the number of bolts, and [...]
Article : texte imprimé
A cold-formed steel framed shear wall may fail in shear buckling of the sheathing, local buckling or distortional buckling of the framing member under compression forces or connection failures. An unusual distortional buckling mode on boundary s[...]
