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- W282595564 abstract "In this paper, an advanced analysis accounting for composite beam effects is developed. The moment-rotation relationship of semi-rigid composite connections is modeled by power model. The ultimate moment and initial rotational stiffness are derived from assumed failure mechanism of the semi-rigid composite connection. The shape parameter is determined by curve-fitting. Plastic moment, modified yield stress and modified young's modulus of the composite beam are calculated according to the AISC-LRFD specification. Efficient ways assessing nonlinear inelastic behavior of steel frames are outlined. A case study shows that the load carrying capacity of a semi-rigid composite beam is larger by about 22% than that of the bare steel beam. The Proposed method is practical because it eliminates the separate member capacity check after analysis. It is an advanced design technique since it can evaluate the strength of a structural system." @default.
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- W282595564 date "1999-01-01" @default.
- W282595564 modified "2023-09-27" @default.
- W282595564 title "Advanced Analysis Accounting for Semi-Rigid Composite Beam Effect" @default.
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