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  • The design value of a structural resistance can be determined directly from the mean value of the resistance using an appropriate global resistance (safety) factor. Probabilistic methods of the theory of structural reliability are applied to verify reliability of reinforced concrete members designed using the safety formats provided in the new fib Model Code - global safety factor method and method of estimate of coefficient of variation of resistance (ECOV). In numerical studies reliability of structural members exposed to bending, shear and compression is analysed.
  • The design value of a structural resistance can be determined directly from the mean value of the resistance using an appropriate global resistance (safety) factor. Probabilistic methods of the theory of structural reliability are applied to verify reliability of reinforced concrete members designed using the safety formats provided in the new fib Model Code - global safety factor method and method of estimate of coefficient of variation of resistance (ECOV). In numerical studies reliability of structural members exposed to bending, shear and compression is analysed. (en)
Title
  • Global Resistance Factors for Non-Linear Analysis of Reinforced Concrete Structures
  • Global Resistance Factors for Non-Linear Analysis of Reinforced Concrete Structures (en)
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  • Global Resistance Factors for Non-Linear Analysis of Reinforced Concrete Structures
  • Global Resistance Factors for Non-Linear Analysis of Reinforced Concrete Structures (en)
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  • RIV/68407700:21610/11:00183160!RIV12-MSM-21610___
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  • RIV/68407700:21610/11:00183160
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  • global resistance factor; reliability; probabilistic methods (en)
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  • Holický, Milan
  • Sýkora, Miroslav
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  • 21610
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