scholarly journals Wind Stability Analysis of 4000m-Span Suspension Bridge with Carbon Fiber Spatial Cable System

2021 ◽  
Vol 719 (3) ◽  
pp. 032064
Author(s):  
Weiwei Yuan ◽  
Wenping Xu
1999 ◽  
Vol 125 (12) ◽  
pp. 1367-1375 ◽  
Author(s):  
Diego Cobo del Arco ◽  
Ángel C. Aparicio

1999 ◽  
pp. 279-288
Author(s):  
A. Alaoui Soulimani ◽  
G. Foret ◽  
H. Bossuat

2002 ◽  
Vol 86 (16) ◽  
pp. 144-150
Author(s):  
Cheng Jin ◽  
Jiang Jian-jing ◽  
Xiang Hai-fan

2021 ◽  
Author(s):  
Jeremy Lahaye ◽  
Dan Fitzwilliam

<p>Pedestrian bridge design is becoming more demanding and challenging as architects create new ways to experience bridges. This is particularly evident in the design of cable supported pedestrian structures.</p><p>Innovative and creative concepts require a higher level of fatigue testing to verify cable systems meet design demands and reach service design life.</p><p>The Scioto River Pedestrian Bridge is one such example of innovative pedestrian bridge design. The structure is a suspension bridge with a non-redundant main cable system. Cable supported pedestrian bridges have demonstrated a proclivity for fatigue issues in the past. To address this concern, refined fatigue testing requirements were developed which were intended to verify that the cable system and manufacturing quality control were fit for the unique structure demands. The lessons learned through the process of design, testing, and construction of the cables on this project are useful tools for teams seeking to successfully deliver future cable supported bridge projects.</p>


2013 ◽  
Vol 694-697 ◽  
pp. 476-480
Author(s):  
Hai Qing Zhu ◽  
Xie Dong Zhang

The type of suspension bridge is used all over the world because of its long span. But the cable system which forced the main load is vulnerable to damage and corrosion. In order to discuss the dynamic characteristics of typical long-span suspension bridges, a finite-element model of a typical long-span bridge was set up with ANSYS, and its top ten frequencies and vibration types were calculated. What’s more the dynamic characteristics under the variations such as modulus of elasticity, sectional size of the cable system, initial strain of the cable, as well as the deficiency of suspender cable were discussed. According to the analysis, the researchers got the conclusion that how the cable system impacts the whole bridge and which suspender cable plays the most significant role. Moreover, the results could serve as some valuable references for the optimization design and preservation of long-span suspension bridges.


1996 ◽  
Vol 6 (3) ◽  
pp. 164-165
Author(s):  
Syarifudin Alambai ◽  
Mustazir Iwan Zarkasi

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