限界状態を考慮した鋼構造圧縮材および曲げ材の補剛に関する研究

概要

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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".
社団法人日本建築学会の論文
1995-03-30