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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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Categoría del artículo: Original Study
Publicado en línea: 26 oct 2021
Páginas: 337 - 345
Recibido: 16 may 2021
Aceptado: 07 sept 2021
DOI: https://doi.org/10.2478/sgem-2021-0022
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© 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.
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Temas de la revista:
Geociencias, Geociencias, otros, Ciencia de los materiales, Compuestos, Materiales porosos, Física, Mecánica y dinámica de fluidos
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