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首页> 外文期刊>日本建築学会构造系論文集 >A Study On Lateral Bracing For Steel Beam Considering Lateral And Local Buckling
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A Study On Lateral Bracing For Steel Beam Considering Lateral And Local Buckling

机译:考虑侧向和局部屈曲的钢梁侧向支撑研究

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摘要

Bracing members are usually provided in the intermediate points of the H-shaped steel beam to ensure that the steel structures have sufficient strength and deformation capacity. The design criterion of the structure is changing from the specifications regulation to the performance regulation, and it is designed by the various section. There is a little study of the bracing about the steel beam of the large width-to-thickness ratio. This paper represents results of an elasto-plastic analysis in consideration of the local buckling and the lateral buckling, and presents the fundamental data of bracing stiffness and bracing force for steel beam.
机译:通常在H形钢梁的中间位置设置支撑构件,以确保钢结构具有足够的强度和变形能力。结构的设计准则正在从规格规则变为性能规则,并且按各个部分进行设计。对于宽厚比大的钢梁的支撑研究很少。本文代表考虑了局部屈曲和横向屈曲的弹塑性分析结果,并给出了钢梁支撑刚度和支撑力的基本数据。

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