Abstract: In this paper, under contionuous lateral tensile flange rigid constraints simulation, the welders shaped and rolled H section steel beams on corss-loads is calculated and analysed in the finite element program to arrive at the ξ-K curve fitting formula.According to the formula , we can amend the overall stability factor under the simulation.
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兰树伟. 跨中集中荷载作用的简支梁受拉翼缘受均布侧向约束的[J]. 科学技术与工程, 2010, (28): . lanshuwei. under contionuous lateral tensile flange rigid constraints simulation, amend the overall stability factor[J]. Science Technology and Engineering,2010,(28).