Stability Analysis of Multi-Level Guyed Towersby F.H. Hull,
Serial Information: Journal of the Structural Division, 1962, Vol. 88, Issue 2, Pg. 61-80
Document Type: Journal Paper
Stability analysis is expressed in terms of critical moment of inertia corresponding to critical buckling wind load that is equal to design wind load multiplied by factor of safety; solution is made by rigorous linearization of nonlinear system.
Subject Headings: Guyed towers | Wind loads | Critical loads | Safety | Inertia | Load and resistance factor design | Moment (mechanics)
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