2020
DOI: 10.1007/s42107-020-00301-8
|View full text |Cite
|
Sign up to set email alerts
|

Design formulas for channels subject to combined compression, shear and major axis bending

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

2022
2022
2022
2022

Publication Types

Select...
1

Relationship

0
1

Authors

Journals

citations
Cited by 1 publication
(1 citation statement)
references
References 25 publications
0
1
0
Order By: Relevance
“…Previous studies have shown that CFS beams and columns are mainly affected by local, distortional, and global buckling or interaction between them (Figure 4) [45,54,69,75,[91][92][93][94][95][96][97][98]. All buckling modes are dependent on the condition of end supports, different loading types, and cross-sectional shapes of CFS members [75].…”
Section: Structural Behaviour Of Cfs Membersmentioning
confidence: 99%
“…Previous studies have shown that CFS beams and columns are mainly affected by local, distortional, and global buckling or interaction between them (Figure 4) [45,54,69,75,[91][92][93][94][95][96][97][98]. All buckling modes are dependent on the condition of end supports, different loading types, and cross-sectional shapes of CFS members [75].…”
Section: Structural Behaviour Of Cfs Membersmentioning
confidence: 99%