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50594

Stability of Steel Decks in Cable Stayed Bridges Having Delta Framing Towers

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Last updated: 04 Jan 2025

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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.

DOI

10.21608/pserj.2013.50594

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

Volume

17

Article Issue

2

Related Issue

7269

Issue Date

2013-09-01

Receive Date

2013-02-17

Publish Date

2013-09-01

Page Start

156

Page End

171

Print ISSN

1110-6603

Online ISSN

2536-9377

Article File

PSERJ_Volume 17_Issue 2_Pages 156-171.pdf

PDF . 2.9MB

Link

https://pserj.journals.ekb.eg/article_50594.html

Detail API

https://pserj.journals.ekb.eg/service?article_code=50594

Order

17

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Original Article

Type Code

813

Publication Type

Journal

Publication Title

Port-Said Engineering Research Journal

Publication Link

https://pserj.journals.ekb.eg/

MainTitle

Stability of Steel Decks in Cable Stayed Bridges Having Delta Framing Towers

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Article

Created At

22 Jan 2023