An optimum criterion for eccentrically l
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Prakash Desayi; A. Sethurathnam
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Article
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1971
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Elsevier Science
β 444 KB
An analysis of eccentrically loaded short reinforced concrete columns using a variable failure strain criterion is presented. The method dispenses with the usual procedure of assuming a fixed value for the ultimate strain in concrete. The analysis is based on the use of a simple, single equation for