P. Piloto
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- The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature. Dans: Journal of Constructional Steel Research, v. 60, n. 3-5 (mars 2004). (2004):
- New proposals for the design of steel beam-columns in case of fire, including a new approach for the lateral–torsional buckling. Dans: Computers & Structures, v. 82, n. 17-19 (juillet 2004). (2004):