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Formulas are derived and illustrated by examples; cable sag is accounted for in more exact manner than has been previously accomplished without causing additional complexity in resulting expressions; use of formulas can be extended to analysis of transmission lines and unloaded back stays for suspension bridges.
Formulas are derived and illustrated by examples; cable sag is accounted for in more exact manner than has been previously accomplished without causing additional complexity in resulting expressions; use of formulas can be extended to analysis of transmission lines and unloaded back stays for suspension bridges.
Static and dynamic analysis of guy cables
ASCE -- Proc (J Structural Div)
Dean, D.L. (author)
1961
21 pages
Article (Journal)
English
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