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A platform for research: civil engineering, architecture and urbanism
Suspension bridges with continuous stiffening truss
Formulas for calculating stresses and change of shape in suspension bridges with continuous stiffening girders derived from differential equation of sag of cable, change in which, caused by live load, must be equal to deflection of stiffening girder, assuming that length of suspension rods remains unchanged; numerical tables and examples. (Brief abstracts in French and German.)
Suspension bridges with continuous stiffening truss
Formulas for calculating stresses and change of shape in suspension bridges with continuous stiffening girders derived from differential equation of sag of cable, change in which, caused by live load, must be equal to deflection of stiffening girder, assuming that length of suspension rods remains unchanged; numerical tables and examples. (Brief abstracts in French and German.)
Suspension bridges with continuous stiffening truss
Assn Int des Ponts et Charpentes -- Memoires
Timoshenko, S. (author) / Way, S. (author)
1934
15 pages
Article (Journal)
English
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