Cable StructuresA reprint of the MIT Press edition of 1981, this is a graduate-level study for practicing engineers, researchers and teachers. Annotation copyrighted by Book News, Inc., Portland, OR |
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additional tension analysis antisymmetric mode applied approach approximate arch assumed boundary bridge cable calculations changes chord classical component considered constant covers Definition deflection determined diagram differential direction displacement distributed dynamic effects elastic element engineering equal equation equilibrium example expression factor figure force functions geometry given gives guys horizontal important in-plane modes included increase initial integration interest introduction lateral length limit linear load mast mathematical membrane methods midspan motion natural frequencies nonlinear numerical obtained occur origin practice present problem reduced reference relation relatively respectively response roof root shown solution span static stiffness strain stress stress resultants structural Substitution surface suspended suspension bridge symmetric mode Table taut theory tower truss vertical vibration wave wind yields zero