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contributor authorAmarjit Singh Bajaj
contributor authorP. Mendis
date accessioned2017-05-08T20:59:17Z
date available2017-05-08T20:59:17Z
date copyrightDecember 2005
date issued2005
identifier other%28asce%290733-9445%282005%29131%3A12%281926%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34455
description abstractA simple and efficient method is presented in this paper to evaluate the interaction exponent for biaxial bending of reinforced concrete (RC) columns. This method avoids the use of tedious methods such as the use of design charts and tables. Results obtained with the proposed method have been compared with various methods utilised in practice. A method is also suggested to calculate the critical values of interaction exponent at a particular design load and an angle of eccentricity at which the adequacy of the section can be checked for design purposes. The method has been validated experimentally.
publisherAmerican Society of Civil Engineers
titleNew Method to Evaluate the Biaxial Interaction Exponent for RC Columns
typeJournal Paper
journal volume131
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2005)131:12(1926)
treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 012
contenttypeFulltext


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