Comment and Improvement on the Methods for Deriving Structural Resistance Design Value

Figure 3

Deriving results when the coefficient of variation of θ is unknown. (a) Axial tension. (b) Axial compression (short column). (c) Small eccentric compression (short column). (d) Large eccentric compression (short column). (e) Bending. (f) Shearing. Gray denotes the standard curve, blue represents the derivation curve by the interval estimation method, and green represents the derivation curve by Bayesian procedures.

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(f)