The structural behaviour of steel frames with composite floorslabs subject to fire: Part 1: Theory

By C. Bailey, D. Moore. 2000

157 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/8e86ceb8f2729bda5b0106f6437e7ca306230582

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1. M. Gillie
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Citations in the corpus

• Fundamental principles of structural behaviour under thermal effects (2001, background): “An yield analysis based estimation of ultimate capacity [15] may be useful in the absence of better models, however, it is likely to be conservative in the case of structures in fire, where the curved deformed ‘shape’ of the floor slabs (suitable for effective tensile membrane mechanism to develop) ”