A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The derivation of influence lines for bending and torsional moments and shears on horizontally curved girders are presented herein. Solutions are given for simple and continuous spans. Diagrams are supplied showing the characteristic values of curved girders with constant moments of inertia. The effects of variable moments of inertia and also of the elasticity of the torsional supports are described.
The derivation of influence lines for bending and torsional moments and shears on horizontally curved girders are presented herein. Solutions are given for simple and continuous spans. Diagrams are supplied showing the characteristic values of curved girders with constant moments of inertia. The effects of variable moments of inertia and also of the elasticity of the torsional supports are described.
Analysis of Curved Girders
Fickel, H. H. (author)
Transactions of the American Society of Civil Engineers ; 126 ; 280-307
2021-01-01
281961-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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