The Structural Engineer > Archive > Volume 51 (1973) > Issues > Issue 6 > Sway Frequencies of Modular Plane Frames
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Sway Frequencies of Modular Plane Frames

The fundamental frequencies of idealized multi-storey frames are shown to depend on four non-dimensional parameters. The behaviour of tall frames is related to that of cantilevers of limited shear stiffness in terms of combinations of these parameters. D.W. Martin and E.L. Albasiny

Author(s): Martin, D W;Albasiny, E L

Keywords: plane frames;multistorey buildings;frequencies