A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Member Capacity of Thin-Walled I-Sections in Combined Compression and Major Axis Bending
This report describes a series of tests performed on thin-walled I-sections fabricated from high strength steel plates by welding. The objective of the test program was to determine the member capacity for I-section beam-columns and investigate member behavior with interaction of local and flexural-torsional out-of-plane buckling of three different lengths when subjected to compression and major axis bending. The cross-section had slender flanges and web which underwent local buckling.
Member Capacity of Thin-Walled I-Sections in Combined Compression and Major Axis Bending
This report describes a series of tests performed on thin-walled I-sections fabricated from high strength steel plates by welding. The objective of the test program was to determine the member capacity for I-section beam-columns and investigate member behavior with interaction of local and flexural-torsional out-of-plane buckling of three different lengths when subjected to compression and major axis bending. The cross-section had slender flanges and web which underwent local buckling.
Member Capacity of Thin-Walled I-Sections in Combined Compression and Major Axis Bending
A. S. Hasham (author) / K. J. R. Rasmussen (author)
1997
198 pages
Report
No indication
English
Member capacity of thin-walled I-sections in combined compression and major axis bending
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