Calculation of buckling loads of IPE-section bending members based on optimization of analytical formulations
Abstract
Keywords
References
- REFERENCES
- [1] Trahair NS. Steel cantilever strength by inelastic lateral buckling. J Constr Steel Res 2010;66:993–999. [CrossRef]
- [2] American Institute of Steel Construction. Specification for structural steel buildings. Chicago: American Institute of Steel Construction; 2011.
- [3] Turkish Republic – Ministry of Envirounment and Urbanization. Çelik yapıların tasarım, hesap ve yapım esaslarına dair yönetmelikte değişiklik yapılmasına dair yönetmelik. Available at: https://www.resmigazete.gov.tr/eskiler/2018/02/20180215M1-4.htm. Accessed on Jun 12, 2024.
- [4] Chen WF, Atsuta T. Theory of beam-columns: Space behavior and design. McGraw-Hill, New York: J. Ross Publishing; 1977.
- [5] Chen WF. Structural stability: Theory and implementation. 1st ed. New York: Prentice Hall; 1987.
- [6] Timoshenko SP, Gere JM, Prager W. Theory of elastic stability, second edition. J Appl Mech 1962;29:220–221. [CrossRef]
- [7] Trahair NS. Inelastic lateral buckling of steel cantilevers. Eng Struct 2020;208:109918. [CrossRef]
Details
Primary Language
English
Subjects
Clinical Chemistry
Journal Section
Research Article
Authors
Ahmet Özbayrak
*
0000-0002-8091-4990
Türkiye
Mohammed Kamal Ali
This is me
0000-0002-9918-1627
Iraq
Hatice Çıtakoğlu
0000-0001-7319-6006
Türkiye
Publication Date
August 1, 2024
Submission Date
November 9, 2022
Acceptance Date
February 14, 2023
Published in Issue
Year 2024 Volume: 42 Number: 4