scholarly journals Structural Performance of a Hybrid Girder Cable-Stayed Bridge during Rotation Construction

2018 ◽  
Vol 04 (01) ◽  
Author(s):  
Liu B ◽  
Wang Z ◽  
Lu Deng ◽  
Dong S
Keyword(s):  
Structural Performance ◽  
Cable Stayed Bridge

Performance Study of a Steel-Concrete Joint for Hybrid Cable-Stayed Bridge with 800m Main Span

2019 ◽  
Author(s):  
Xianming Yu ◽  
Dewei Chen
Keyword(s):  
Cross Sections ◽  
Material Properties ◽  
Structural Performance ◽  
Environmental Constraints ◽  
Performance Study ◽  
Detailed Design ◽  
Bearing Plate ◽  
Cable Stayed Bridge ◽  
Steel Truss ◽  
Concrete Deck

<p>Yachihe Bridge is a record‐breaking cable‐stayed bridge with 800m steel truss deck in the main span. As the bridge side spans are limited in size due to environmental constraints, 220m concrete decks are the optimized solutions for the side spans to balance the weight of steel truss deck in the main span. The joint of concrete deck and steel truss deck is one of the most complex points of the bridge, as it bears the maximum axial force and the structural cross sections, rigidities and material properties are changed at this position. This paper mainly presents the detailed design and numerical analysis for the steel‐concrete joint of Yachihe Bridge to investigate its structural performance. Meanwhile, the numerical results of concrete and steel decks, bearing plate and shear studs of the joint are also discussed.</p>

The Applicability Study on the FRP-Concrete Composite Bridge Deck for Cable-Stayed Bridges

2012 ◽  
Vol 525-526 ◽  
pp. 593-596
Author(s):  
Sung Tae Kim ◽  
Sung Yong Park ◽  
Keun Hee Cho ◽  
Jeong Rae Cho ◽  
Byung Suk Kim
Keyword(s):  
Performance Test ◽  
Bridge Deck ◽  
Structural Performance ◽  
Construction Technology ◽  
Test Results ◽  
Cable Stayed Bridge ◽  
Composite Bridge ◽  
Support Conditions ◽  
Composite Bridge Deck ◽  
Cable Stayed Bridges

This study is related to the FRP-concrete composite bridge deck for cable-stayed bridges developed by the Korea Institute of Construction Technology since 2007. This deck disposes a FRP panel at the bottom and is orthotropic owing to its fabrication through pultrusion process. In the cable-stayed bridge applying precast deck, support conditions occur at the cross beam and edge girder. Therefore, need is to verify the performances in the longitudinal and transverse directions when applying the orthotropic deck to cable-stayed bridges. Accordingly, specimens enabling to verify the performance in each direction are fabricated and subject to structural performance test. Based on the test results, the serviceability and applicability of the FRP-concrete composite deck to cable-stayed bridges are evaluated.

Time-Variant Structural Performance of the Certosa Cable-Stayed Bridge

2006 ◽  
Vol 16 (3) ◽  
pp. 235-244 ◽  
Author(s):  
Fabio Biondini ◽  
Dan M. Frangopol ◽  
Pier Giorgio Malerba
Keyword(s):  
Structural Performance ◽  
Cable Stayed Bridge

Structural performance of Nissibi cable-stayed bridge during the main and aftershocks of Adıyaman-Samsat earthquake on March 2, 2017

2019 ◽  
Vol 20 (3) ◽  
pp. 443-464 ◽  
Author(s):  
Alemdar Bayraktar ◽  
Ashraf Ashour ◽  
Halil Karadeniz ◽  
Altok Kurşun ◽  
Arif Erdiş
Keyword(s):  
Structural Performance ◽  
Cable Stayed Bridge

Design of the Stonecutters Cable-Stayed Bridge in Hong Kong

2002 ◽  
Vol 86 (16) ◽  
pp. 9-14
Author(s):  
Naeem Hussain ◽  
Lars Hauge ◽  
Klaus Falbe-Hansen ◽  
Alex S. K. Kong
Keyword(s):  
Hong Kong ◽  
Cable Stayed Bridge
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