The Structural Engineer > Archive > Volume 51 (1973) > Issues > Issue 5 > Approximate Modifications of Stiffness and Carry-over Factors for Axial Loads and Vibrations
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Approximate Modifications of Stiffness and Carry-over Factors for Axial Loads and Vibrations

In the analysis of elastic structures two assumptions are frequently met. First that the frame is rigid and hence vibrations may be neglected and secondly that axial loads in members may be neglected. John F. Doyle

Author(s): Doyle, John F

Keywords: frames;stiffness;analysis;vibration;rigid