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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| Format: | Thesis |
| Language: | English |
| Published: |
2016
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| Online Access: | https://ir.uitm.edu.my/id/eprint/37670/1/37670.pdf https://ir.uitm.edu.my/id/eprint/37670/ |
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