Fire performance of FRP-strengthened concrete structural systems and the impact of post-fire earthquakes

AuthorSearch for: ; Search for: ; Search for: ; Search for: ; Search for:
Conference9th US National and 10th Canadian Conference on Earthquake Engineering, July 25-29, 2010, Toronto, ON Canada
AbstractThis paper presents the results of a collaboration between the National Research Council of Canada (NRC) and Queen's University 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 and beams exposed to standard fires; 2) The numerical fire simulation models that were developed to predict the heat transfer behavior and variation in load carrying capacity of various types of FRP-strengthened RC members during exposure to standard fire scenarios; ) The recommendations for design guidance for FRP-strengthened RC structures in fire. The paper will also present the impact of lateral loading on structural elements after fire to assess the effectiveness of structural resistance of fire-damaged FRP-strengthened building elements in case of an earthquake.
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NPARC number21274086
Export citationExport as RIS
Report a correctionReport a correction
Record identifier2e6929e7-383c-4682-bf86-4aa72f57af35
Record created2015-02-13
Record modified2016-05-09
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: