• norsk
    • English
  • English 
    • norsk
    • English
  • Login
View Item 
  •   Home
  • Øvrige samlinger
  • Publikasjoner fra CRIStin - NTNU
  • View Item
  •   Home
  • Øvrige samlinger
  • Publikasjoner fra CRIStin - NTNU
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Evaluating the seismic behavior of reinforced concrete piers of bridges by using fibre plastic hinge elements

Hajmohammadian Baghban, Mohammad; Gerivani, Saeid
Chapter
Published version
Thumbnail
View/Open
XXIII-NCR-Del4+p1+gerivan.pdf (358.7Kb)
URI
http://hdl.handle.net/11250/2492175
Date
2017
Metadata
Show full item record
Collections
  • Institutt for vareproduksjon og byggteknikk [511]
  • Publikasjoner fra CRIStin - NTNU [20804]
Abstract
Concrete is widely used for bridge construction. Defining fibre elements in the finite element simulation process can give detailed properties of reinforced concrete elements and lead to improving the accuracy of the results. In this study, the behavior of concrete piers is discussed by using nonlinear static analysis under the effect of constant load pattern with definition of fibre plastic hinges. Defining nonlinear materials and plastic hinges results in more accuracy in stiffness distribution. Consequently, the shear capacity of the concrete piers is reduced by uneven stiffness distribution.
Publisher
Norsk Betongforening

Contact Us | Send Feedback

Privacy policy
DSpace software copyright © 2002-2019  DuraSpace

Service from  Unit
 

 

Browse

ArchiveCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsDocument TypesJournalsThis CollectionBy Issue DateAuthorsTitlesSubjectsDocument TypesJournals

My Account

Login

Statistics

View Usage Statistics

Contact Us | Send Feedback

Privacy policy
DSpace software copyright © 2002-2019  DuraSpace

Service from  Unit