Reliability of Asymmetrically Reinforced Columns - Core
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Reliability of Asymmetrically Reinforced Columns - Core
By design of concrete columns a condition of min eccentricity (emin= h/30 resp. 20 mm) ... some cases the application of the condition 6.1(4) ST1 E1 1992-1-1 leads to decrease of the design reliability. .... [3] BS 8110-1:1997 Structural use of concrete. ... [6] B. Westerberg, Second order effects in slender concrete structures.