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Design of nonprismatic concrete columns by the degree of fixity method
Journal article   Peer reviewed

Design of nonprismatic concrete columns by the degree of fixity method

ACI structural journal, v 87(4), pp 473-478
01 Jul 1990

Abstract

columns stiffness structural analysis
A method is presented for the design of nonprismatic concrete columns using the degree of fixity method. The method obviates the need for the use of effective length factors and the computation of the critical buckling load of the column. The rotational and translational restraints at the ends of the column can be taken into account, and material nonlinearities are considered using the EI equations given in the ACI Building Code.

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Web of Science research areas
Construction & Building Technology
Engineering, Civil
Materials Science, Multidisciplinary
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