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和文:軸方向圧縮力と一端単調曲げモーメントを受ける角形鋼管柱の実験的研究 
英文:EXPERIMENTAL STUDY ON SQUARE STEEL TUBULAR COLUMNS UNDER COMPRESSIVE AXIAL FORCE WITH ONE END MONOTONIC BENDING MOMENT 
著者
和文: 佐藤篤司, 三井和也.  
英文: Atsushi Sato, Kazuya Mitsui.  
言語 Japanese 
掲載誌/書名
和文:日本建築学会構造系論文集 
英文:Journal of Structural and Construction Engineering 
巻, 号, ページ Vol. 81    No. 729    pp. 1933 - 1943
出版年月 2016年11月 
出版者
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会議名称
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開催地
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英文: 
アブストラクト Recommendation for Limit State Design of Steel Structure (LSD) specifies the requirements for columns to guarantee sufficient strength and ductility. The requirements stipulated in LSD are based on the test results that were conducted by H-shaped steel columns. It is necessary to gather more data about square steel tubular columns by testing. In this study, testing where axial force and bending moment are applied to the column simultaneously are conducted. Moment capacity, deformation capacity and the second-order effects that will be caused by Pδ moment were evaluated from test results. Comparison between LSD requirements and test results were also shown.

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