D. L. Allaix/V. I. Carbone/G. Mancini 路 Global safety format for non-linear analysis of reinforced concrete structures
Fig. 4. Coefficient of variation VMR.
Fig. 5. Mean value of the components of the resisting bending moment.
Fig. 6. Standard deviation of the components of the resisting bending moment.
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Structural Concrete 14 (2013), No. 1