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Lateral Torsional Buckling of Wood I-Joist
2016Engineered wood I-joists have grown in popularity as flooring and roofing structural systems in the past 30 years, replacing solid sawn lumber joists. Typical wood I-joists are manufactured with a very slender section, which is desirable to achieve higher flexural capacities and longer spans; however, this makes them susceptible to lateral torsional ...
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Improved Coefficients for Elastic Lateral-Torsional Buckling
46th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference, 2005of moment gradient due to dierent transverse loading and boundary conditions (Cb), and point of load application (Ca). These coecients are available in tabular form for a small set of common cases. Approximate models for the moment gradient coecient have been proposed but may have limitations. A simple but general method is presented for the evaluation
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Strain hardening, local buckling and lateral-torsional buckling in plastic hinges
Journal of Constructional Steel Research, 2006Abstract Modern design codes for steel structures, and Eurocode 3 is the most significant example, require that second-order effects are taken much more seriously in design based on plastic theory. In the UK in particular, plastic design has become the norm for a large class of low-rise framed structures and this situation has potentially serious ...
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Buckling curves for lateral torsional buckling of unrestrained beams
2007In Eurocode 3 two methods to determine the ultimate lateral torsional buckling load of steel beams in bending are presented: the General and the Specific Methods. Both methods make use of buckling curves, but the curves to be used are different for both methods.
Snijder, H.H., Hoenderkamp, J.C.D.
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Inelastic Lateral-Torsional Buckling of Cantilever Beam
SSRN Electronic Journal, 2022AKSHARA K ANIL, Saji K P
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Lateral-torsional buckling capacities of coped girders
2002The lateral torsional buckling resistance of girders depends on the support conditions. In floor structures for buildings coped girders are often used. In a recent study, a numerical model was developed to investigate the influence of copes on the lateral buckling resistance. This model is described in an companion paper [ 1 J. In this paper results of
Maljaars, J. +3 more
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