Browsing by Author "D'Aniello, Mario"
Now showing items 1-4 of 4
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Analytical prediction of available rotation capacity of cold-formed rectangular and square hollow section beams
Mermerdas, Kasim; D'Aniello, Mario; Guneyisi, Esra Mete; Landolfo, Raffaele (ELSEVIER SCI LTD, 2014-04)In this paper, a soft-computing based study aimed to estimate the available rotation capacity of cold-formed rectangular and square hollow section (RHS-SHS) steel beams is described and novel mathematical models based on ... -
A novel formulation of the flexural overstrength factor for steel beams
The ductile design of steel structures is directly influenced by the flexural behaviour of steel beams,which should be sufficient to allowplastic hinges to rotate until the collapsemechanismis completely developed. To ... -
Prediction of the flexural overstrength factor for steel beams using artificial neural network
Mermerdas, Kasim; Guneyisi, Esra Mete; D'Aniello, Mario; Landolfo, Raffaele (TECHNO-PRESS, 2014-09)The flexural behaviour of steel beams significantly affects the structural performance of the steel frame structures. In particular, the flexural overstrength (namely the ratio between the maximum bending moment and the ... -
Predictive models of the flexural overstrength factor for steel thin-walled circular hollow section beams
Mermerdas, Kasim; D'Aniello, Mario; Guneyisi, Esra Mete; Landolfo, Raffaele (ELSEVIER SCI LTD, 2015-09)Circular hollow section (CHS) steel beams are widely used in both mechanical and civil applications. CHS members are mainly subjected to bending. The flexural overstrength factor (namely the ratio between the ultimate ...