Effects of material nonlinearity on the global analysis and stability of stainless steel frames

In structural frames, second order effects refer to the internal forces and moments that arise as a result of deformations under load (i.e. geometrical nonlinearity). EN 1993-1-1 states that global second order effects may be neglected if the critical load factor of the frame αcr is greater than or...

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Veröffentlicht in:	Journal of constructional steel research 2019-01, Vol.152, p.173-182
Hauptverfasser:	Walport, F., Gardner, L., Real, E., Arrayago, I., Nethercot, D.A.
Format:	Artikel
Sprache:	eng
Schlagworte:	Acer inoxidable Continuous Strength Method Continuous Strength Method Frame stability Global analysis Numerical modelling Second order effects Stainless steel Enginyeria civil Frame stability Global analysis Materials i estructures Materials i estructures metàl·liques Numerical modelling Second order effects Stainless steel Àrees temàtiques de la UPC
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