An analytical solution of distortional buckling resistance of cold-formed steel channel-section beams with web openings
2018 · Thin-Walled Structures · 49 citations
https://doi.org/10.1016/j.tws.2018.11.012
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50
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735
Citations
15
h-index
17
i10-index
Wei-bin Yuan is an academic researcher from Zhejiang University of Science and Technology. The author has contributed to research in topics: Structural Load-Bearing Analysis & Composite Structure Analysis and Optimization & Wind and Air Flow Studies. The author has an h-index of 15, co-authored 43 publications.
https://doi.org/10.1016/j.tws.2018.11.012
https://doi.org/10.1177/13694332251359333
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