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Cement pastes containing 10 and 15 mass% have higher firing resistance than all SF-pozzolanic cement pastes at 600 °C.
It can be concluded that NA OPC pastes containing 1 mass% NA has an optimum mix composition, which having a good firing resistance than those of other pastes.
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This paper describes a probabilistic approach to fire resistance design.
Spalling of concrete is a great potential threat to fire resistance of concrete structures.
Building codes will change to improve fire resistance, fire fighting and fire escape; however, engineering solutions to resist the collision of an airliner are frivolous.
Their real fire resistance periods proved to be far beyond the design fire resistance.
Fire resistance is assessed for structural resistance and insulation criteria.
For the uniform fire tests, the specimens exhibited reasonably good fire resistance, where the fire resistance time exceeded 2 h.
Moreover, the fire resistance of these beams were discussed.
Suggestions for glass fire resistance design are proposed.
Furthermore, ASTM Standards' fire resistance requirements are also satisfied.
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