Ir al contenido (pulsa Retorno)

Universitat Politècnica de Catalunya

    • Català
    • Castellano
    • English
    • LoginRegisterLog in (no UPC users)
  • mailContact Us
  • world English 
    • Català
    • Castellano
    • English
  • userLogin   
      LoginRegisterLog in (no UPC users)

UPCommons. Global access to UPC knowledge

58.714 UPC E-Prints
You are here:
View Item 
  •   DSpace Home
  • E-prints
  • Departaments
  • Departament d'Enginyeria de la Construcció (fins octubre 2015)
  • Ponències/Comunicacions de congressos
  • View Item
  •   DSpace Home
  • E-prints
  • Departaments
  • Departament d'Enginyeria de la Construcció (fins octubre 2015)
  • Ponències/Comunicacions de congressos
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Reliability and redundancy of bridge systems under lateral loads

Thumbnail
View/Open
5597137.pdf (647,7Kb) (Restricted access)   Request copy 

Què és aquest botó?

Aquest botó permet demanar una còpia d'un document restringit a l'autor. Es mostra quan:

  • Disposem del correu electrònic de l'autor
  • El document té una mida inferior a 20 Mb
  • Es tracta d'un document d'accés restringit per decisió de l'autor o d'un document d'accés restringit per política de l'editorial
Share:
 
  View Usage Statistics
Cita com:
hdl:2117/12422

Show full item record
Anitori, GiorgioMés informació
Casas Rius, Joan RamonMés informacióMés informacióMés informació
Ghosn, Michel
Document typeConference lecture
Defense date2011
PublisherAmerican Society of Civil Engineers (ASCE)
Rights accessRestricted access - publisher's policy
All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder
Abstract
A methodology is proposed to analyze the structural redundancy of bridge systems under lateral loads. The paper compares the results obtained from a probabilistic approach to those of a simplified deterministic analysis. A non-linear finite element analysis based on a 3-D frame model is performed for an example bridge considered to be representative of the behavior of structures with integral column-superstructure connections. The analysis accounts for material non-linearity using realistic models for the stress-strain relationships of the different constituents. The quantification of the available redundancy levels is evaluated using reliability as well as deterministic criteria previously proposed in NCHRP 458.
CitationAnitori, G.; Casas, Joan R.; Ghosn, M. Reliability and redundancy of bridge systems under lateral loads. A: ASCE Structures Congress. "2011 Structures Congress". Las Vegas: American Society of Civil Engineers (ASCE), 2011, p. 35-46. 
URIhttp://hdl.handle.net/2117/12422
ISBN978-0-7844-1171-1
Collections
  • Departament d'Enginyeria de la Construcció (fins octubre 2015) - Ponències/Comunicacions de congressos [212]
  • TE - Tecnologia d'Estructures - Ponències/Comunicacions de congressos [144]
Share:
 
  View Usage Statistics

Show full item record

FilesDescriptionSizeFormatView
5597137.pdfBlocked647,7KbPDFRestricted access

Browse

This CollectionBy Issue DateAuthorsOther contributionsTitlesSubjectsThis repositoryCommunities & CollectionsBy Issue DateAuthorsOther contributionsTitlesSubjects

© UPC Obrir en finestra nova . Servei de Biblioteques, Publicacions i Arxius

info.biblioteques@upc.edu

  • About This Repository
  • Contact Us
  • Send Feedback
  • Inici de la pàgina