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Reliability of Asymmetrically Reinforced Columns - Core

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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.
Available online at www.sciencedirect.com

ScienceDirect Procedia Engineering 65 (2013) 387 – 392

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1877-7058 © 2013 The Authors. Published by Elsevier Ltd. Open access under CC BY-NC-ND license. Selection and peer-review under responsibility of University of Zilina, Faculty of Civil Engineering, Department of Structures and Bridges doi:10.1016/j.proeng.2013.09.060

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