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Corrugated steel shear walls, and this of initial shear stiffness calculation method

机译:波纹钢剪力墙及其初始抗剪刚度的计算方法

摘要

PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall of corrugated steel plate which allows a plurality of openings to be formed with improved workability, and a calculation method of the initial elastic shear stiffness thereof.;SOLUTION: A corrugated steel plate 30 is provided with a plurality of openings 40. The openings 40 are holes in a circular form having the same radius, and arranged in a staggered form in each flat plate part 30P of the corrugated steel plate 30, such that stress transmitting parts 42A and 42B tilted in the opposite directions relative to the vertical direction are formed between the neighboring openings 40.;COPYRIGHT: (C)2013,JPO&INPIT
机译:解决的问题:提供一种波纹钢板的抗震壁,该壁允许形成多个具有改善的可加工性的开口,以及其初始弹性剪切刚度的计算方法。解决方案:波纹钢板30是开口40是具有相同半径的圆形的孔,并且以交错的形式布置在波纹钢板30的每个平板部30P中,从而应力传递部42A和42B倾斜。在相邻的开口40之间形成相对于垂直方向相反的方向。;版权所有:(C)2013,日本特许厅&INPIT

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