鋼管柱・はり接合部の強度・剛性に関する研究 (その 5) : 柱はりの材軸線が一致しない場合の接合部パネルゾーンについて

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  • ON THE STRENGTH AND STIFFNESS OF BEAN-TO-COLUMN CONNECTIONS IN STEEL TUBULAR COLUMNS (Part V) : Theoretical and Experimental Research on the Behavior of Steel Tubular Connections, when the Axes of Beam and Column are eccentric
  • 鋼管柱・はり接合部の強度・剛性に関する研究-5-柱はりの材軸線が一致しない場合の接合部パネルゾーンについて
  • コウカンチュウ ハリ セツゴウブ ノ キョウド ゴウセイ ニカンスルケンキュウ

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This paper is theoretical and experimental studies on the behavior of steel tubular panel-zone in the case of eccentric connections. In this experiment two L type specimens are tested, which consist of same wideflange-beam and tubular column. One of them is eccentric at the axes of beam and column, and the other is not. Those specimens are loaded to be subjected to bending, shear and thrust in their connections, and further-more in the case of eccentric connection torsion is added. In consequence of experimental research, the local yield load of the eccentric connection decreases compared with the other. But the ultimate loads of them are nearly equal. On the theoretical study, we analyze the yield strength of connections, subjected to combined bending and torsion. And we discuss the interaction between them.

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