高張力鋼中心圧縮材の曲げ座屈耐力

概要

論文の詳細を見る
To grasp buckling strength of compressive members is essential for structural design of steel constructions. Above all, the buckling strength of centrally loaded compressive members is considered as the basis among various buckling strength design works. Indeed, the strength of compressive members, often displayed as so-called column curve, plays important roles in many design codes. Recently, high-quality high strength steels with the low yield ratios are developed and tried to be utilized asconstructional materials. Along this scope a series of compression tests were carried out on relatively long columns with various section shapes. This paper reports the primary outcome of the tests. Also these results are compared with the column curve proposed in newly published Standard for Limit State Design of Steel Structures(Draft).
一般社団法人日本建築学会の論文
1991-03-15