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Analysis of cables as equivalent two-force members
Paper presents simplified analysis of cable members encountered in cable structures including tall guyed towers, cable-stiffened bridges, and suspended roofs, by treating them as equivalent two-force members; nonlinear behavior of cables is accounted for by use of equivalent modulus of elasticity as well as equivalent strains; stresses caused by change of temperature or superimposed loads, or resulting from relative displacement of supports, can be readily solved by using method described; procedure is also applicable to analysis of transmission lines.
Analysis of cables as equivalent two-force members
Paper presents simplified analysis of cable members encountered in cable structures including tall guyed towers, cable-stiffened bridges, and suspended roofs, by treating them as equivalent two-force members; nonlinear behavior of cables is accounted for by use of equivalent modulus of elasticity as well as equivalent strains; stresses caused by change of temperature or superimposed loads, or resulting from relative displacement of supports, can be readily solved by using method described; procedure is also applicable to analysis of transmission lines.
Analysis of cables as equivalent two-force members
Am Inst Steel Construction -- Eng J
Tung, D.H.H. (author) / Kudder, R.J. (author)
1968
8 pages
Article (Journal)
English
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