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>Elasto-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and Two Hshaped Beams with Exterior Diaphragms (Part4. Discussion on the Test Result)
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Elasto-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and Two Hshaped Beams with Exterior Diaphragms (Part4. Discussion on the Test Result)
In this paper, mechanical behavior of offset beam-to-column connection panels with exterior diaphragms were investigated by cyclic loading tests. The achievements obtained from this study are summarized as follows. 1) The analysis results could evaluate the test values but slightly overestimate capacities of panel zone as for specimens whose width to thickness ratio were large. 2) The characteristics of panels have been stable and shown enough plastic deformation capacities. 3) Hypothesis collapse mechanisms could match with failure charateristics of specimens.
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