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

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

Studia Geotechnica et Mechanica
Volume 43 (2021): Issue 4 (December 2021)
By: Dariusz Czepiżak  
Open Access
|Oct 2021

Figures & Tables

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.
DOI: https://doi.org/10.2478/sgem-2021-0022 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 337 - 345
Submitted on: May 16, 2021
Accepted on: Sep 7, 2021
Published on: Oct 26, 2021
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
steel structures,
stability,
buckling,
general method
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2021 Dariusz Czepiżak, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.

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