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鋼管柱梁接合部パネルの全塑性耐力の評価
Evaluation for Full Plastic Strength of Joint Panels in Hollow Section Column to Beam Connections
2004
Kou kouzou rombunshuu
Evaluation for Full Plastic Strength of Joint Panels in Hollow Section Column to Beam Connections
Preserved Fulltext
When moment resisting steel frames (MRFs) are subjected to seismic load, high shears arise at joint panels. The effect of panel zone yielding resulting from these high shears may become significant for the seismic behaviour of MRFs. In this paper, the elastic plastic behaviour of joint panels in rectangular hollow section (RHS) column to H beam connections are investigated by conducting a series of loading tests varying corner radius of joint panel (Test I) and manufacturing process of RHS
doi:10.11273/jssc1994.11.42_15
fatcat:q5wxbebgdfaqhe2qot2nermhaa