Stability of Steel Decks in Cable Stayed Bridges Having Delta Framing Towers | ||||
| Port-Said Engineering Research Journal | ||||
| Article 17, Volume 17, Issue 2 - Serial Number 1110, September 2013, Page 156-171 PDF (2.77 MB) | ||||
| Document Type: Original Article | ||||
| DOI: 10.21608/pserj.2013.50594 | ||||
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| Abstract | ||||
| Steel decks in cable stayed Bridges with Delta Framing Towers are considered one of the most important types in cable stayed bridge category (truss girders or box steel girders). In order to evaluate the potential of decreasing horizontal drift in super-structure. Four suggested bracing systems were investigated in this paper geometry of „Tatara Bridge‟ deck and its steel towers will be used. The “Tatara Bridge” is one of the world‟s longest steel-concrete hybrid cable stayed bridge. The side spans consist of steel and pre-stressed concrete precast concrete (PC) girders about 50m from anchored spans. | ||||
| Keywords | ||||
| stability of steel deck; cable-stayed bridges; delta framing towers; truss girders; box steel girders; super-structure; bracing systems; steel concrete hybrid cable stayed bridge and steel towers | ||||
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