An Efficient K-Factor Formula for Stability Evaluation of Steel Frames with Web-Tapered Members
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40996-022-01022-5.pdf
Reference38 articles.
1. AISC (2016) Specification for Structural Steel Buildings, ANSI/AISC 360-16. Am Inst Steel Constr 676
2. Amirikian A (1952) Wedge-beam framing. Trans Am Soc Civ Eng 117(1):596–631. https://doi.org/10.1061/taceat.0006615
3. Aristizabal-Ochoa JD (1994) K-factor for columns in any type of construction: nonparadoxical approach. J Struct Eng 120(4):1272–1290. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:4(1272)
4. Bai R, Liu SW, Chan SL, Yu F (2019) Flexural buckling strength of tapered-I-section steel columns based on ANSI/AISC-360-16. Int J Struct Stab Dyn. https://doi.org/10.1142/S0219455419501347
5. Bazeos N, Karabalis DL (2006) Efficient computation of buckling loads for plane steel frames with tapered members. Eng Struct 28(5):771–775. https://doi.org/10.1016/j.engstruct.2005.10.004
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