LTBWTB: A Mathematica Software to Evaluate the Lateral-Torsional Buckling Load of Web-Tapered Mono-Symmetric I-Section Beams
Web-tapered beams with I-sections, which are aesthetic and structurally efficient, have been widely used in steel structures. Web-tapered I-section beams bent about the strong axis may undergo out-of-plane buckling through lateral deflection and twisting. This primary stability failure mode in slend...
Saved in:
Main Author: | Tolga Yılmaz |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2025-07-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/15/13/7572 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Flexural-torsional buckling of structures /
by: Trahair, N. S.
Published: (1993) -
Determining experimental lateral buckling loads by extrapolation techniques /
by: Attard, Mario M.
Published: (1982) -
Flexural-torsional buckling of monosymmetric beam-colums / tie-beams /
by: Kitipornchai, S.
Published: (1988) -
Buckling of suspended I-beams /
by: Dux, P. F.
Published: (1989) -
Torsion in structures : an engineering approach /
by: Kollbrunner, C. F.
Published: (1969)