Behaviour of profiled web tapered girders under static shear loading / Hisham Sahari

Economical and efficient design of steel girders normally requires thin webs. Adequate out of plane stiffness and shear buckling resistance without using transverse intermediate stiffeners or using a thick material can be achieved by using profiled webs. Since the advent of steel structures, it has...

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Détails bibliographiques
Auteur principal: Sahari, Hisham
Format: Thèse
Langue:anglais
Publié: 2016
Sujets:
Accès en ligne:https://ir.uitm.edu.my/id/eprint/37670/3/37670.pdf

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