Post-Buckling Analysis of Guyed Towersby Alexander Chajes, (M.ASCE), Assoc. Prof. of Civ. Engrg.; Univ. of Massachusetts, Amherst, Mass. 01003,
David Ling, Grad. Student in Civ. Engrg.; Univ. of Massachusetts, Amherst, Mass. 01003,
Serial Information: Journal of the Structural Division, 1981, Vol. 107, Issue 12, Pg. 2313-2324
Document Type: Journal Paper
The post-buckling behavior of short towers, supported by a single set of guy wires is investigated. Using the principle of stationary potential energy, a set of non-linear algebraic equations are obtained for both fixed and hinged-base towers. The equations are solved numerically for several actual systems. The results of the investigation include the shape of the post-buckling curves for towers subjected to vertical loads, the effect of cable pretension on the post-buckling behavior and the effect of horizontal forces on the capacity of the towers to supprot vertical loads.
Subject Headings: Guyed towers | Post buckling | Cables | Vertical loads | Load bearing capacity | Horizontal loads | Power plants | Hinges
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