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Timber elements, which are different from other structural elements, have a characteristic problem in that the load bearing capacity decreases due to self-burning in the case of a fire, and this self-burning may continue after other fuel in the room has been exhausted. Therefore, the structural fire performance of timber elements should be clarified during not only the heating phase, but also the cooling phase. In the present paper, deflection behaviour and failure mode of larch glued laminated timber beams exposed to fire heating and natural cooling is discussed based on load-bearing fire tests in which load level is the test parameter.

DEFLECTION BEHAVIOUR AND LOAD BEARING CAPACITY OF LARCH GLUED LAMINATED TIMBER BEAMS EXPOSED TO STANDARD FIRE HEATING DURING THE COOLING PHASE