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...
| 第一著者: | Sahari, Hisham |
|---|---|
| フォーマット: | 学位論文 |
| 言語: | 英語 |
| 出版事項: |
2016
|
| 主題: | |
| オンライン・アクセス: | https://ir.uitm.edu.my/id/eprint/37670/3/37670.pdf |
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