著者

小野 徹郎 石田 交広 下野 耕一

出版者

日本建築学会

雑誌

日本建築学会構造系論文集 (ISSN:13404202)

巻号頁・発行日

vol.60, no.469, pp.117-125, 1995

参考文献数

18

被引用文献数

6 4

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Recently, more rational and economical design method has been required to the steel structural design. As one of the solutions, "Standard for Limit State Design of Steel Structures (draft)", based on the theory of reliability, was published in 1990. However, regarding design of the bracing member, this draft standard adopted basically the conventional design method, because there were not enough data to make a new design method. To obtain the applicable data to limit state design, the present study aims elaslo-plastic behavior of a steel column or beam with the bracing member. This paper represents results of its numerical analysis. Furthermore, mechanical properties of the bracing member is examined in the three kinds limit state, which are "Buckling Limit State", "Full Plastic Limit State" and "Deformation Capacity Limit State".