The Structural Engineer > Archive > Volume 28 (1950) > Issues > Issue 5 > Inaccuracies of the Application Moment Distribution Analysis to Reinforced Concrete Structures
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Inaccuracies of the Application Moment Distribution Analysis to Reinforced Concrete Structures

The solution of redundant frames by the Moment Distribution method is based on two principal assumptions. D.B. Robson

Author(s): Robson, D B

Keywords: reinforced concrete;analysis;frames