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Innovative Look at the ‘General Method’ of Assessing Buckling Resistance of Steel Structures

Dariusz Czepiżak

Dariusz Czepiżak

Wrocław University of Science and Technology, Faculty of Civil EngineeringWrocław, Poland
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Czepiżak, Dariusz
  
26 oct. 2021
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Catégorie d'article: Original Study
Publié en ligne: 26 oct. 2021
Pages: 337 - 345
Reçu: 16 mai 2021
Accepté: 07 sept. 2021
DOI: https://doi.org/10.2478/sgem-2021-0022
Mots clés
© 2021 Dariusz Czepiżak, published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.

Figure 1

Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the buckling curves a0, a, b, c, d at αcr = 1–25 and γM1=1.0.
Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the buckling curves a0, a, b, c, d at αcr = 1–25 and γM1=1.0.

Figure 2

Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the buckling curve a0 at αcr = 1–5 and γM1=1.0.
Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the buckling curve a0 at αcr = 1–5 and γM1=1.0.

Figure 3

Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the bucking curve a at αcr = 1–5 and γM1=1.0.
Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the bucking curve a at αcr = 1–5 and γM1=1.0.

Figure 4

Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the buckling curve b at αcr = 1–5 and γM1=1.0.
Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the buckling curve b at αcr = 1–5 and γM1=1.0.

Figure 5

Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the buckling curve c at αcr = 1–5 and γM1=1.0.
Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the buckling curve c at αcr = 1–5 and γM1=1.0.

Figure 6

Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the buckling curve d at αcr = 1–5 and γM1=1.0.
Member resistance utilisation Ub Eqs (3, 6, 14) with regard to global buckling for the buckling curve d at αcr = 1–5 and γM1=1.0.

Figure 7

Analysed steel frame: a) static scheme, b) first (in-plane) buckling mode and critical load amplifier.
Analysed steel frame: a) static scheme, b) first (in-plane) buckling mode and critical load amplifier.
Langue:
Anglais
Périodicité:
4 fois par an
Sujets de la revue:
Géosciences, Géosciences, autres, Sciences des matériaux, Matériaux composites, Matériaux poreux, Physique, Mécanique et dynamique des fluides
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