A simplified method for flexural capacit
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Edoardo Cosenza; Carmine Galasso; Giuseppe Maddaloni
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Article
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2011
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Elsevier Science
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English
โ 464 KB
A simplified method for the assessment of bending moment resistance for reinforced concrete (RC) members with circular cross-sections is presented. In the proposed method longitudinal rebars arrangement is replaced with a thin steel ring equivalent to the steel total area; moreover, according to mod