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

Publicité

Multi-risk Assessment for a Long Span Cable Stayed Bridge in Bangladesh

 Multi-risk Assessment for a Long Span Cable Stayed Bridge in Bangladesh
Auteur(s): ,
Présenté pendant IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024, publié dans , pp. 1144-1152
DOI: 10.2749/sanjose.2024.1144
Prix: € 25,00 incl. TVA pour document PDF  
AJOUTER AU PANIER
Télécharger l'aperçu (fichier PDF) 0.58 MB

Matlab Uttar – Gazaria Bridge is an 1850 m long bridge in Bangladesh, with a cable stayed main span of 400 m. The location of the bridge requires facing a multiple risk scenario. Firstly, monsoon c...
Lire plus

Détails bibliographiques

Auteur(s): (TYPSA, Madrid, SPAIN)
(TYPSA, Madrid, SPAIN)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024
Publié dans:
Page(s): 1144-1152 Nombre total de pages (du PDF): 9
Page(s): 1144-1152
Nombre total de pages (du PDF): 9
DOI: 10.2749/sanjose.2024.1144
Abstrait:

Matlab Uttar – Gazaria Bridge is an 1850 m long bridge in Bangladesh, with a cable stayed main span of 400 m. The location of the bridge requires facing a multiple risk scenario. Firstly, monsoon climate causes yearly floods, constraining construction activities. The rivers’ course varies significantly with the years, and large scouring at the foundations needs to be considered. Typhonic winds are relatively frequent. The bridge is in an active seismic risk area. Also, the navigation traffic requires a 10 000 DWT vessel impact scenario. The design of a long span cable stayed bridge with such set of risks requires an adequate approach with a thorough analysis of the reliability, stablishing several risk levels for each hazard and defining an adequate simultaneity assessment.

Mots-clé:
Pont à haubans tremblement de terre

Ouvrages et projets

Types d'ouvrages