The impact of post-fire earthquakes on FRP-strengthened concrete structural systems

  1. (PDF, 807 KB)
AuthorSearch for: ; Search for: ; Search for: ; Search for: ; Search for:
Proceedings title6th International Conference on Advanced Materials in Bridges and Structures 2012 (ACMBS-VI 2012)
Conference6th International Conference on Advanced Composite Materials in Bridges and Structures, May 22-25 2012, Kingston ON, Canada
Pages310317; # of pages: 8
SubjectFRP-strengthened concrete; fire resistance; heat transfer; structural resistance
AbstractThis paper presents the results of a research project to study the structural fire resistance of FRP-strengthened concrete members under fire exposure. The items presented in this paper are: 1) Some of the results of an experimental program, conducted at NRC, on FRP-strengthened RC columns exposed to standard fires; 2) The numerical fire simulation models that were developed to predict the heat transfer behavior of FRP-strengthened RC columns during fire exposure; 3) the recommendations for design guidance for FRP-strengthened RC structures in fire. The paper also presents the impact of lateral loading on structural columns after fire to assess the effectiveness of structural resistance of fire-damaged FRP-strengthened building elements in case of an earthquake.
Publication date
AffiliationNational Research Council Canada; Construction
Peer reviewedYes
NPARC number21274080
Export citationExport as RIS
Report a correctionReport a correction
Record identifiera815b87e-f894-4c09-8256-40b0f60ba54a
Record created2015-02-11
Record modified2017-04-05
Bookmark and share
  • Share this page with Facebook (Opens in a new window)
  • Share this page with Twitter (Opens in a new window)
  • Share this page with Google+ (Opens in a new window)
  • Share this page with Delicious (Opens in a new window)
Date modified: