Design and Construction Aspects of The Suez Canal Cable Stayed Bridge

2001 ◽  
Vol 84 (4) ◽  
pp. 47-54
Author(s):  
Ahmed Fouad ◽  
Nawal Taha ◽  
Sanyout Shaker ◽  
Mourad M. Bakhoum ◽  
Narikazu Onuma ◽  
...  
Keyword(s):  
Suez Canal ◽  
Cable Stayed Bridge ◽  
Design And Construction

Design and construction of a launched cable-stayed bridge in China

2019 ◽  
Vol 172 (5) ◽  
pp. 3-8 ◽  
Author(s):  
Yingliang Wang ◽  
Xiaochun Dai ◽  
Tingguo He ◽  
Jianbing Dai ◽  
Jiachun Zhang
Keyword(s):  
Cable Stayed Bridge ◽  
Design And Construction

scholarly journals Design and Construction of Complex Cable-Stayed Bridge for Ikuchi Bridge

1992 ◽  
Vol 30 (2) ◽  
pp. 31-45
Author(s):  
Chikara Miyashita ◽  
Toru Fujiwara
Keyword(s):  
Cable Stayed Bridge ◽  
Design And Construction

Research on Seismic Displacement Response of Cable Stayed Bridge without Back Stays

2014 ◽  
Vol 919-921 ◽  
pp. 1039-1042
Author(s):  
Liang Lv ◽  
Bin Liang ◽  
Wen Sheng Wang
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Seismic Wave ◽  
Natural Vibration ◽  
Peak Displacement ◽  
Seismic Displacement ◽  
Displacement Response ◽  
Cable Stayed Bridge ◽  
Element Method ◽  
Design And Construction

Seismic displacement response of cable stayed bridge without back stays was studied in this paper. Based on the cable stayed bridge without back stays on Zhenshui Road in Xinmi City, finite element method (FEM) was applied to calculate and analyze natural vibration and peak displacement response of the structure. The results show that with regard to mid-span and consolidation of pier and main tower, uniaxial seismic wave input results in peak displacement response of corresponding direction is bigger than that of any other direction. Peak displacement response of the top of the main tower is bigger than those of mid-span and consolidation of pier and main tower in any seismic wave input cases, which indicates that the top of the tower needs to be focused in the process of design and construction. Seismic wave along triaxial direction has the biggest impact on the structure. Keywords: cable stayed bridge without back stays; seismic displacement response; seismic wave input; peak displacement response

Design and Construction of Innovative UHPC Pedestrian Cable Stayed Bridge in Korea

2009 ◽  
Vol 96 (4) ◽  
pp. 132-139 ◽  
Author(s):  
Byung-Suk Kim ◽  
Hyo-Ki Park ◽  
Sung-Yong Park ◽  
Young-Jin Kim ◽  
Won-Jong Chin ◽  
...  
Keyword(s):  
Cable Stayed Bridge ◽  
Design And Construction

Research on Design and Construction of Main Pylon of Maanshan Changjiang River Highway Bridge

2014 ◽  
Vol 587-589 ◽  
pp. 1604-1607
Author(s):  
Qi Yang Liu ◽  
Min He ◽  
Xiao Long Li ◽  
Qiang Zhang
Keyword(s):  
Finite Element ◽  
Prestressed Concrete ◽  
Element Model ◽  
Highway Bridge ◽  
Changjiang River ◽  
Cable Stayed Bridge ◽  
Load Carrying ◽  
The Subject ◽  
Simplified Finite Element Model ◽  
Design And Construction

The subject investigated of this article is Maanshan Changjiang River Highway Bridge, which is a prestressed concrete cable-stayed bridge with three arched pylons. With the analysis of the details in design and construction of the main pylon of bridge, such as the set of the beams, the design of curve-shaped pylon and some significant parameters, it provide feasible experience in multi-pylon cable-stayed bridge. This article established the simplified finite element model with the software MIDAS/Civil and analyzed the load carrying capability and the deformation at the finished state of the bridge.

Cable Stayed Bridge Avenida Prudente de Morais, Natal, Brazil

2015 ◽  
Vol 1106 ◽  
pp. 187-190
Author(s):  
Richard Novak ◽  
Petr Kocourek
Keyword(s):  
Bridge Construction ◽  
Detailed Design ◽  
Cable Stayed Bridge ◽  
Total Length ◽  
Main Cable ◽  
The City ◽  
Design And Construction

The paper deal with the design and construction of cable stayed bridge in the city Natal in Brazil. The bridge has total length of 280m and consists of two approaches and main cable-stayed part with spans of 2x60m. The cable-stayed part is formed by one pylon with two planes of stays. The superstructure of approaches is formed of precast beams and concrete composite deck. Parapet girder has been used for the superstructure design of cable stayed part. The pylon has a ”V” shape because of the plan curvature of the bridge. Strasky, Husty a partneri company has developed the detailed design of the bridge. The bridge construction has finished in June 2014.

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