Stability Analysis of Multi-Level Guyed Towersby F.H. Hull,
Serial Information: Journal of the Structural Division, 1962, Vol. 88, Issue 4, Pg. 81-104
Document Type: Journal Paper
Abstract: 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: Wind loads | Critical loads | Guyed towers | Moment (mechanics) | Inertia | Load and resistance factor design
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