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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 paź 2021
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Kategoria artykułu: Original Study
Data publikacji: 26 paź 2021
Zakres stron: 337 - 345
Otrzymano: 16 maj 2021
Przyjęty: 07 wrz 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.
Język:
Angielski
Częstotliwość wydawania:
4 razy w roku
Dziedziny czasopisma:
Nauki o Ziemi, Nauki o Ziemi, inne, Nauka o materiałach, Kompozyty, Materiały porowate, Fizyka, Mechanika i dynamika płynów
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