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Assessment of a global resistance factor for reinforced concrete columns by parametric analysis
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Comparison between safety formats in nonlinear analysis of a reinforced concrete structure
No full textThe focus of the present work is on the assessment of design value Rd of the load bearing capacity of a reinforced concrete beam by means of a non-linear finite element model and a safety format. The RC structure under investigation is a simply supported beam with a span length of approximately 5.7 m and with nine circular holes in the web, with a diameter of 0.3 m and a spacing of 0.63 m. The partial factor and the global resistance safety formats are compared and the results obtained with each procedure are discusse
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