Journal of Structural and Construction Engineering
巻, 号, ページ
Vol. 82
No. 732
pp. 267 - 277
出版年月
2017年2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 Structure (LSD) specifies the requirements for columns to guarantee sufficient strength and ductility. However, specific deformation capacity of the column which is subjected to compressive axial force with antisymmetric bending moment is not shown. Moreover, second-order effect under these condition is not investigated by testing. In this study, testing where axial force with antisymmetric bending moment are applied to the columns 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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