Local–flexural interactive buckling of S690 high strength steel slender welded I-section columns: Testing, modelling and design
Published 2021 View Full Article
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Title
Local–flexural interactive buckling of S690 high strength steel slender welded I-section columns: Testing, modelling and design
Authors
Keywords
International design standards, Local–flexural interactive buckling, New design approach, Numerical modelling, Pin-ended column tests, Reliability analysis, S690 high strength steel slender welded I-sections
Journal
THIN-WALLED STRUCTURES
Volume 166, Issue -, Pages 108064
Publisher
Elsevier BV
Online
2021-06-25
DOI
10.1016/j.tws.2021.108064
References
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Related references
Note: Only part of the references are listed.- Experimental and Numerical Investigations of S690 High-Strength Steel Welded I-Sections under Combined Compression and Bending
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