Journal of Structural and Construction Engineering
巻, 号, ページ
Vol. 83
No. 751
pp. 1365 - 1372
出版年月
2018年9月
出版者
和文:
日本建築学会
英文:
Architectural Institute of Japan
会議名称
和文:
英文:
開催地
和文:
英文:
アブストラクト
Recommendation for Limit State Design of Steel Structures and Recommendation for Plastic Design of Steel Structures specifies the requirements for the column to guarantee sufficient strength and ductility. The test results, where the square steel tubular columns are under compressive axial force with different moment distribution, were reported in the previous papers. In this paper, structural performance evaluation of square steel tubular column is conducted based on the existing test results. Collapse mode, maximum bending moment, plastic deformation capacity, and moment amplification factor are evaluated; comparison study between the current design recommendations is also shown.
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