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Stability and Dynamic Analysis of A CFST Arch Bridge With Basket Type

Stability and Dynamic Analysis of A CFST Arch Bridge With Basket Type
Autor(en): , ,
Beitrag für 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008, veröffentlicht in , S. 526-527
DOI: 10.2749/222137908796293875
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This paper examines the stability properties and dynamic performances of the Hechang Bridge, which is the CFST arch bridge in Fujian ,China. The differences of stability and dynamic performance bet...
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Bibliografische Angaben

Autor(en):


Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008
Veröffentlicht in:
Seite(n): 526-527 Anzahl der Seiten (im PDF): 8
Seite(n): 526-527
Anzahl der Seiten (im PDF): 8
Jahr: 2008
DOI: 10.2749/222137908796293875
Abstrakt:

This paper examines the stability properties and dynamic performances of the Hechang Bridge, which is the CFST arch bridge in Fujian ,China. The differences of stability and dynamic performance between basket type and parallel type are discussed using three-dimensional finite element models. Furthermore, the influence of inclined angle for basket-type arch rib on stability and dynamic performance is also studied. It can be used for reference of similar bridge in selecting the bridge type, its main structures, static and dynamic analyses preformed.