2015
DOI: 10.1016/j.istruc.2015.05.003
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Unequally spaced lateral bracings on compression flanges of steel girders

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Cited by 6 publications
(1 citation statement)
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“…The stability problem in beam elements is well recognized and described, e.g. in [7].The relationship between the critical moment Mcr of the bending I-beam and the critical force Ncr of the compression chord was presented in the paper [8]. The literature also includes information on equivalent truss models in the analysis of bending I-beams [9].…”
Section: Methods To Determine the Critical Momentsmentioning
confidence: 99%
“…The stability problem in beam elements is well recognized and described, e.g. in [7].The relationship between the critical moment Mcr of the bending I-beam and the critical force Ncr of the compression chord was presented in the paper [8]. The literature also includes information on equivalent truss models in the analysis of bending I-beams [9].…”
Section: Methods To Determine the Critical Momentsmentioning
confidence: 99%