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WIDE-FLANGE SHAPE STEEL EXCELLENT IN EARTHQUAKE RESISTANCE AND ITS MANUFACTURE

机译:宽边形抗震性能优异的钢及其制造

摘要

PROBLEM TO BE SOLVED: To provide a wide-flange shape steel excellent in plastic deformation ability to hardly cause local buckling in ultimately great deformation during a large earth quake, even if a web is thinner, by specifying the mechanical property (rigidity after yielding) of the web and a flange. ;SOLUTION: For a wide-flange shape steel with a web 4 and a flange 5, the gradient of nominal stress/distortion is 5% or more of the gradient of elasticity in any distortion amount up to a distortion amount of 5% after the yielding of the web 4 and the stress increasing rate of the flange 5 is 1.25 or more. Even if the yielding point of the web 4 is equal to that of the flange 5, the wide-flange shape steel with high rigidity after yielding has plastic deformation ability, almost equal to case that the yielding point of the web 4 is higher than that of the flange 5. Even if the yielding point is lower than that of the flange 5, it has deformation ability, almost equal to the case that the yielding point of the web 4 is higher than that of the flange 5. The wide-flange shape steel whose portions have the mechanical property in such limited ranges to hardly cause local buckling in ultimately great deformation during a large earthquake provides excellent earthquake resistance as the column and beam members of various buildings.;COPYRIGHT: (C)1998,JPO
机译:要解决的问题:通过指定机械性能(屈服后的刚度),提供一种塑性变形能力优异的宽翼型钢,即使在腹板较薄的情况下,即使在腹板较薄的情况下,也不会在大地震中最终引起较大的形变,从而不会引起局部屈曲。腹板和法兰盘。 ;解决方案:对于具有腹板4和法兰5的宽法兰形钢,在任何变形量(直至变形后5%的变形量)下,标称应力/变形的梯度为弹性梯度的5%或更高。腹板4的屈服和凸缘5的应力增加率是1.25以上。即使腹板4的屈服点等于凸缘5的屈服点,屈服后具有高刚性的宽翼型钢也具有塑性变形能力,几乎等于腹板4的屈服点高于屈服点的情况。即使屈服点低于凸缘5的屈服点,它也具有变形能力,几乎等于腹板4的屈服点高于凸缘5的屈服点的情况。形状钢,其部分的机械性能在有限的范围内,几乎不会引起局部屈曲,最终在大地震中发生较大的变形,从而为各种建筑物的柱和梁构件提供了出色的抗震性。;版权所有:(C)1998,JPO

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