Site Map | Latest Update
Home | Design | Materials | Case Studies | Data Base | Research | Services & Products | Useful Links
Register | Events   

 You are here: Home > Design > Performance > Fire Modelling > ExternalWindowFires > default.htm

Contact Us | FAQ
Introduction
Fire Behaviour
Norminal Fires
Time Equivalence
Parametric Fires
Localised Fires
External Window Fires
Zone Models
CFD

External Window Fires

Structural members located outside a compartment may be exposed to fire through the windows of the compartment when there is occurrence of fire in the compartment. The direction of the fire flame from the window will be deflected due to wind effects, and hence the thermal actions on the external members.

Annex B (informative) of BSEN1991-1-2 provides a simple calculation approach for determining thermal actions for external members due to fire through windows of fire compartments.

Basically, this method provides the following information:

  • The maximum compartment temperatures
  • The size and temperatures of flame from openings
  • The heat transfer parameters of radiation and convection

The section will briefly discuss followings,

Design
  Introduction
  Requirements
  Methodology
  Prescriptive
  Performance
  Educational Packages
Performance
  Fire Modelling
  Thermal Analyses
  Structural Analyses
 
© One Stop Shop in Structural Fire Engineering, Professor Colin Bailey, University of Manchester. All rights reserved. | Disclaimer | Feedback |