A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stability analysis of multi-level guyed towers
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.
Stability analysis of multi-level guyed towers
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.
Stability analysis of multi-level guyed towers
ASCE -- Proc (J Structural Div)
Hull, F.H. (author)
1962
20 pages
Article (Journal)
English
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