Consistent procedure for creep and shrinkage effects in RC frames

This paper describes a consistent procedure for determining creep and shrin kage effects in RC building frames. The procedure takes into account the se quential nature of application of dead load and the simultaneous nature of application of live load. Shearing action of beams is considered for evalua tion of elastic axial forces as well as redistribution of axial forces resu lting from creep and shrinkage deformations. In addition to elastic axial f orces, the effect of inelastic axial forces on creep deformations, which ge t generated progressively with time, is also take into account. This proced ure overcomes serious shortcomings of the most commonly used procedure, whi ch is recommended to be used for buildings having low beam stiffness. A 60- story example frame is chosen, and results from the proposed procedure are compared with those obtained from the procedure available in the literature . It is shown that errors in the available procedure in differential vertic al deflections (between adjacent columns) and column axial forces increase with higher beam stiffness. These errors are quite large even for low beam stiffness values.