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Seismic and Structural Engineering of a Curved Cable-Stayed Bridge

Auteur(s):

Médium: article de revue
Langue(s): anglais
Publié dans: Journal of Bridge Engineering (ASCE), , n. 6, v. 6
Page(s): 439-450
DOI: 10.1061/(asce)1084-0702(2001)6:6(439)
Abstrait:

The innovative bridge design discussed in this paper is a long-span curved cable-stayed bridge with a single canted tower. The superstructure of the bridge consists of a multicell steel box girder with composite concrete-steel deck. The single tower of the bridge is a multicell steel box with the core cell dedicated to the service elevator and stairs. The outer cells of the single tower are filled with high-strength concrete to provide strength and stiffness in a composite action. The foundation of the main single tower is a solid footing embedded in the rock. Inelastic time-history analyses were conducted to complete the seismic design and establish expected seismic performance. After a description of the architectural design, seismological, geotechnical, and structural design aspects are discussed, and a summary of seismic design and expected seismic response of the curved cable-stayed bridge concept is presented.

Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1061/(asce)1084-0702(2001)6:6(439).
  • Informations
    sur cette fiche
  • Reference-ID
    10013962
  • Publié(e) le:
    12.01.2004
  • Modifié(e) le:
    08.10.2018
 
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