Shear Behaviour of Continuous Tapered Steel Plate Girders with Corrugated Webs
During previous years, so many attempts have been made to reduce the own weight of the steel members used in bridges, as well as reducing the cost of construction. One of these attempts is to use tapered (i.e. non-prismatic with varying depth) steel plate girders with corrugated webs (TPGCWS). The c...
| Autors principals: | , , |
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| Format: | Article |
| Idioma: | Arabic |
| Publicat: |
Faculty of Engineering, Tanta University
2019-06-01
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| Col·lecció: | Journal of Engineering Research - Egypt |
| Matèries: | |
| Accés en línia: | https://erjeng.journals.ekb.eg/article_125506_60a35042dc690c2b70531760b0dfa3cc.pdf |