Experimental lateral-torsional buckling behaviour of web tapered I-section steel beams
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DOI: 10.1016/j.engstruct.2018.04.084
Abstract: Abstract Tapered steel members are often chosen instead of prismatic due to a better cross-section utilization along the member, which makes them an interesting and more economical alternative. Although EN1993-1-1 offers several methodologies for the… read more here.
Keywords: steel members; experimental lateral; web tapered; steel ... See more keywords
Simplified Design Equation for Web Tapered - I Sections Using Finite Element Modeling
Sign Up to like & getrecommendations! Published in 2018 at "Archives of Civil Engineering"
DOI: 10.2478/ace-2018-0029
Abstract: Abstract The web - tapered I-columns have the capacity to resist the flexural buckling and lateral torsional buckling at a particular location where as in the rest of the member the capacity is lower. There… read more here.
Keywords: finite element; design equation; web; web tapered ... See more keywords