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Static Behaviour of Cable-stayed Suspension Bridge with a Transition Zone

 Static Behaviour of Cable-stayed Suspension Bridge with a Transition Zone
Autor(en): , ,
Beitrag für IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, veröffentlicht in , S. 2615-2622
DOI: 10.2749/stockholm.2016.2614
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A simplified two-dimensional numerical analysis is proposed and applied to study the static behaviour of cable-stayed suspension bridges with a transition zone under symmetrical and asymmetrical tr...
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Bibliografische Angaben

Autor(en): (Daelim Industrial Co, Ltd., Seoul, South Korea)
(Seoul National University, Seoul, South Korea)
(Daelim Industrial Co, Ltd., Seoul, South Korea)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Veröffentlicht in:
Seite(n): 2615-2622 Anzahl der Seiten (im PDF): 8
Seite(n): 2615-2622
Anzahl der Seiten (im PDF): 8
Jahr: 2016
DOI: 10.2749/stockholm.2016.2614
Abstrakt:

A simplified two-dimensional numerical analysis is proposed and applied to study the static behaviour of cable-stayed suspension bridges with a transition zone under symmetrical and asymmetrical traffic loads. The structural analysis model is composed of geometric nonlinear truss elements for suspension and stay cables. Using the simplified analysis method, parametric studies are also conducted to investigate the effects of some design variables on deflection and deformation of the bridge, and a structural efficiency is analysed by comparing the results of cable-stayed suspension system and conventional suspension system.

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