Figure 1. Model of a 3D multi-storey moment resisting frame: (a) plan view; (b) finite element model. (Jiang and Li, 2017a).
Figure 2. Heat release rate for each compartment.
Figure 3. CFAST Numerical models.
Figure 4. Predicted gas temperatures for different fire scenarios.
Figure 5. Temperature-time history of steel members heated in the fire compartment.
Figure 6. Collapse mode of the protected frame under spreading fires.
Figure 7. Axial displacements of the columns in the source fire compartment under spreading fires.
Figure 8. Collapse mode of the protected frames under standard fires.
Figure 9. Axial displacements of the columns in the fire compartment under standard fires.
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