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Studia Geotechnica et Mechanica
Volume 43 (2021): Issue 4 (December 2021)
Open Access
Innovative Look at the ‘General Method’ of Assessing Buckling Resistance of Steel Structures
Dariusz Czepiżak
Dariusz Czepiżak
| Oct 26, 2021
Studia Geotechnica et Mechanica
Volume 43 (2021): Issue 4 (December 2021)
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Article Category:
Original Study
Published Online:
Oct 26, 2021
Page range:
337 - 345
Received:
May 16, 2021
Accepted:
Sep 07, 2021
DOI:
https://doi.org/10.2478/sgem-2021-0022
Keywords
steel structures
,
stability
,
buckling
,
general method
© 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.
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.
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.
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.
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.
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.
Figure 7
Analysed steel frame: a) static scheme, b) first (in-plane) buckling mode and critical load amplifier.