ON THE APPLICATION OF NONLINEAR ANALYSIS IN THE DESIGN OF STRUCTURAL SYSTEMS OF REINFORCED CONCRETE
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Abstract
In recent years the non-linear analysis is considered as a basic procedure in case of structural robustness assessment and for estimation of the existing structures. Non-linear structural analysis, which is based on realistic constitutive relations for basic variables (average values) makes possible a modeling of a real structure behavior. But main problem of this type of analysis is safety format. This article presents critical analysis different approach to safety format for non-linear analysis.
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References
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