Andrea Toffolon
- (2021): Deep Learning based method for the prediction of the buckling resistance of SHS and RHS. In: ce/papers, v. 4, n. 2-4 (September 2021).
- (2019): Proposal of a design curve for the overall resistance of cold formed RHS and SHS members. In: ce/papers, v. 3, n. 3-4 (September 2019).
- (2020): Neuartige Bemessungsmethode für Hohlprofilquerschnitte und ‐stäbe. Die Generalised Slenderness‐based Resistance Method. In: Stahlbau, v. 89, n. 7 (July 2020).
- (2019): Development of an OIC-Type local buckling design approach for cold-formed unstiffened and groove-stiffened hollow sections. In: Thin-Walled Structures, v. 144 (November 2019).
- (2019): The generalised slenderness‐based resistance method for the design of CHS and EHS. In: Steel Construction, v. 12, n. 4 (November 2019).
- (2019): The generalized slenderness‐based resistance method for the design of SHS and RHS. In: Steel Construction, v. 12, n. 4 (November 2019).
- (2017): 12.16: Numerical investigation of the local buckling behaviour of high strength steel circular hollow sections. In: ce/papers, v. 1, n. 2-3 (September 2017).
- (2017): 07.08: Experimental and numerical study of the behaviour of eccentrically loaded cold-formed channel sections - determination of an optimal load eccentricity. In: ce/papers, v. 1, n. 2-3 (September 2017).
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