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...
| मुख्य लेखक: | Sahari, Hisham |
|---|---|
| स्वरूप: | थीसिस |
| भाषा: | अंग्रेज़ी |
| प्रकाशित: |
2016
|
| विषय: | |
| ऑनलाइन पहुंच: | https://ir.uitm.edu.my/id/eprint/37670/3/37670.pdf |
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समान संसाधन
-
Analysis of precast segmental box girder bridges
द्वारा: Elmahadi, Mohamed Abdelfatah
प्रकाशित: (2008) -
Effect of torsion on externally prestressed segmented box bridge girder
द्वारा: Al-Gorafi, Mohammed Abdulla Ismail
प्रकाशित: (2011) -
The effect of opening on the strength of corrugated web plate girder subjected to shear
द्वारा: Mohammad Sulanah, Nina Imelda
प्रकाशित: (2004) -
The study on the behaviour of plate girder with profiled web / Md. Hadli Abu Hassan
द्वारा: Abu Hassan, Md. Hadli
प्रकाशित: (2006) -
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द्वारा: Abd, Mothanna Yasen
प्रकाशित: (2010)