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Its design and method of seismic steel structure
Its design and method of seismic steel structure
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机译:抗震钢结构的设计与方法
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摘要
The present invention, the doorjamb with a yield strength of 400N / mm 2 or more; equipped with; beams and connecting the between the corner posts and the side pillars; and corner post having a yield strength of 400N / mm 2 or more A steel structure, beam-to-column strength ratio of the first in the side pillar is 1.5 to 3.0, beam-to-column strength ratio of the second in the corner posts is 1.7 or more and 3.5 or less Yes, beam-to-column strength ratio of the first pillar of the side to provide a steel structure lower than the beam-to-column strength ratio of the second of the corner posts.
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机译:本发明的门框的屈服强度为400N / mm 2 Sup>以上;装备梁和连接角柱和侧柱之间的梁;屈服强度为400N / mm 2 Sup>或更高的角柱和钢柱,侧柱中第一个的梁柱强度比为1.5至3.0,梁柱强度角柱中第二个的比率为1.7以上且3.5以下是是,侧面的第一个支柱的梁柱强度比小于第二个梁柱的柱强度比角落的职位。
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