EXPERIMENTAL STUDY ON SQUARE STEEL TUBULAR COLUMNS UNDER COMPRESSIVE AXIAL FORCE WITH MONOTONIC DOUBLE CURVATURE BENDING MOMENT, In case of end bending moment ratio equal to 0.5
Journal of Structural and Construction Engineering
巻, 号, ページ
Vol. 83
No. 747
pp. 739 - 749
出版年月
2018年5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 Limite State Design of Steel Structures and Recommendation for the Plastic Design of Steel Structures specify the requirements for columns to guarantee sufficient strength and ductility. However, deformation capacity of the column which is subjected to compressive axial force with double curvature bending moment is not shown clearly. Moreover, second-order effect under these condition is not investigated by testing. In this study, testing where axial force with double curvature bending moment are applied to the columns are conducted. Moment capacity, deformation capacity and the second-order effects that will be caused by Pδ moment were evaluated from test results.
各種検索
サポート
ヘルプ