日本建築学会論文報告集
Online ISSN : 2433-0027
Print ISSN : 0387-1185
ISSN-L : 0387-1185
二軸曲げをうける鋼構造部材の塑性耐力に関する考察 [II]
坂本 順渡辺 雅生井元 勝慶宮村 篤典
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ジャーナル フリー

1970 年 176 巻 p. 37-42,116

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Experimental results are presented on 30 test piecies of Wide-flange rolled shape members under biaxial bending and thrust load. In all the tests the ends of members were pinned and heavy plates were used to restrain warping. Two basic cross sections (H-100×100×100×6×8, H-150×100×6×9) were used as test members and slenderness ratios were varied from 20 to 40, . Loading conditions were selected as axial thrust load ratios P/P_y=0.2, 0.4, and moment ratio about two axis m_1/m_2=0, 0.6, and 1.0, . Load-deflection curves are shown comparing with numerical results by the analytical method described in the previous report (Part I). There are good agreements between test and analytical results.
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© 1970 一般社団法人日本建築学会
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