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Basic Concept of Analytical Model for Welded Beam Web Joint
梁端ウェブ溶接接合部の解析モデル
2002
Kou kouzou rombunshuu
梁端ウェブ溶接接合部の解析モデル
Preserved Fulltext
The analytical model for connection strength of the welded beam web joint of RHS column-to-WF beam connection proposed by authors is based on the experimental strain distribution at the welded beam-web joint. The equation of virtual work proposed by discussers can not be applicable to this proposed analytical model, and the equality hypothesis of plastic virtual work is effective for the estimation of connection strength.
doi:10.11273/jssc1994.9.99
fatcat:euhu6rk5krdllnpitdsycvduse