Experiment Investigation on Failure Behavior of Partial-Strength Connections with Column Skin Plate Deformation

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Key Engineering Materials (Volumes 345-346)

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1465-1468

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August 2007

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© 2007 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ohi K.: 12th World Conference of Earthquake Eng. (2000), Paper. 2300

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[2] Ohi K., Guzuman R., Lee S., and Shimawaki Y.: 8 th Symposium of Steel Structure. JSSC. (2001) Photo 2. Photos of failure mode in connections with the stiffened surface for E, TW and DW cases 3R����QH 0 � Y V� θθθθ U ��� ��� ��� ��� ��� ��� ��� �� �� ��� ��� � �� �� �� �� � R� QW � U RW DW � RQ� �U DG� ����� 0�0�X 3R����QH 0�YV�θθθθU ��� ��� ��� ��� ��� ��� ��� �� �� ��� ��� � � �� �� �� �� �� �� �� �R�QW �URW DW �RQ��UDG������ 0�0�X ve Model curve Model curve Test Test Table 2. Summary of average levels M/Mju at joint rotations Fig5. Characterization with semi-rigid connections (upper graph,curves of stiffened surface connection. Lower graph non-stiffened surface connections)

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