0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

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

Stability and Dynamic Analysis of A CFST Arch Bridge With Basket Type
Auteur(s): , ,
Présenté pendant 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008, publié dans , pp. 526-527
DOI: 10.2749/222137908796293875
Prix: € 25,00 incl. TVA pour document PDF  
AJOUTER AU PANIER
Télécharger l'aperçu (fichier PDF) 0.1 MB

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...
Lire plus

Détails bibliographiques

Auteur(s):


Médium: papier de conférence
Langue(s): anglais
Conférence: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008
Publié dans:
Page(s): 526-527 Nombre total de pages (du PDF): 8
Page(s): 526-527
Nombre total de pages (du PDF): 8
Année: 2008
DOI: 10.2749/222137908796293875
Abstrait:

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.