Structural response modelling of wood-joist floor assemblies exposed to fires

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ConferenceInterflam 2004 - 10th International Fire Science & Engineering Conference: 05 July 2004, Edinburgh, Scotland
Pages233244; # of pages: 12
AbstractThis paper describes the theoretical framework of a structural response model, which predicts the time to failure and deflection of structurally-loaded wood-joist floor assemblies. The paper also illustrates an example of a simulation that compares experimental results with analytical predictions.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number46750
NPARC number20378842
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Record identifier48969798-ba49-43ff-84e2-5bf9299d7fde
Record created2012-07-24
Record modified2016-05-09
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