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SHAPE FACTOR OF MULTI-STORY MOMENT-RESISTING STEEL FRAMES WITH UNIAXIAL ECCENTRICITY, IN WHICH THE TYPE OF ECCENTRICITY IS MODELLED WITH UNBALANCED STIFFNESS AND SHEAR STRENGTH, CONSIDERING THE ELASTIC-PLASTIC RESPONSE

机译：考虑到弹性塑料应答，多层抗偏心抗钢框架具有单轴偏心齿的多层齿轮型钢框架的形状因素，其中偏心类型模拟了不平衡和剪切强度

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作者
Yasutoshi HASEGAWA; Yuki SATO; Hideki IDOTA;
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年度 2014
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入库时间 2022-08-20 22:02:09

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SHAPE FACTOR OF MULTI-STORY MOMENT-RESISTING STEEL FRAMES WITH UNIAXIAL ECCENTRICITY, IN WHICH THE TYPE OF ECCENTRICITY IS MODELLED WITH UNBALANCED STIFFNESS AND SHEAR STRENGTH, CONSIDERING THE ELASTIC-PLASTIC RESPONSE

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