Optimized Interaction Equations for More Efficient Design of CFS Channels under Combined Compression and Biaxial Bending

Author:

Hasanali Maryam1,Mojtabaei Seyed Mohammad2,Lim James B. P.3,Clifton G. Charles4ORCID,Hajirasouliha Iman5ORCID

Affiliation:

1. Ph.D. Researcher, Dept. of Civil and Environmental Engineering, Univ. of Auckland, 262 Khyber Pass Rd., Auckland 1023, New Zealand (corresponding author).

2. Assistant Professor, School of Architecture, Building, and Civil Engineering, Loughborough Univ., Leicestershire 3216, UK.

3. Professor, School of Engineering, Univ. of Waikato, Hamilton, Knighton Rd., Hillcrest, Hamilton LE11 1EX, New Zealand.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, 20 Symonds St., Auckland 1023, New Zealand. ORCID: .

5. Professor, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Sheffield S1 3JD, UK. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference34 articles.

1. ABAQUS. 2021. Abaqus/CAE user’s manual. Providence, RI: SIMULIA.

2. AS (Australian Standard). 1990. Standards Australia International. Sydney, NSW, Australia: AS.

3. Lateral–torsional buckling of cold-formed channel sections subject to combined compression and bending

4. Swarm Intelligence for Multi-objective Problems in Data Mining

5. Duong, H. M., and G. J. Hancock. 2004. “Recent developments in the direct strength design of thin-walled members.” In Thin-walled structures: Recent advances and future trends in thin-walled structures technology, edited by J. Loughlan, 43–62. Bath, UK: Canopus Publishing.

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