More accurate design equations for cold-formed steel members subjected to combined axial compressive load and bending
Author:
Funder
University of Auckland
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference45 articles.
1. Experimental cyclic performance of cold-formed steel bolted moment resisting frames;McCrum;Eng. Struct.,2019
2. Analytical and experimental study on the seismic performance of cold-formed steel frames;Mojtabaei;J. Construct. Steel Res.,2018
3. Coupled element and structural level optimisation framework for cold-formed steel frames;Phan;J. Construct. Steel Res.,2020
4. Structural size optimization of single and built-up cold-formed steel beam-column members;Mojtabaei;J. Struct. Eng.,2021
5. More efficient design of CFS strap-braced frames under vertical and seismic loading;Papargyriou;J. Construct. Steel Res.,2021
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1. Numerical Investigation of the Axial Load Capacity of Cold-Formed Steel Channel Sections: Effects of Eccentricity, Section Thickness, and Column Length;Infrastructures;2024-08-26
2. Optimized Interaction Equations for More Efficient Design of CFS Channels under Combined Compression and Biaxial Bending;Journal of Structural Engineering;2024-08
3. Investigating the Factors Influencing the Strength of Cold-Formed Steel (CFS) Sections;Buildings;2024-04-17
4. Lateral performance of cold‐formed steel OSB‐sheathed stud wall panels;ce/papers;2023-09
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