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Global Safety Format For Non-Linear Analysis of Reinforced Concrete Structures by dang hiep is a document available to read on EtoBox.
This paper discusses a global safety format for the non-linear analysis of reinforced concrete structures, emphasizing the importance of using mean values of material properties for accurate safety assessments. It critiques existing safety formats and proposes a new method that incorporates a global resistance factor derived from the distribution of structural responses. The practical application of this safety format is demonstrated through examples involving concrete beams and columns.
- Author
- dang hiep
- Language
- EN