Statical behaviour of long-span cable-stayed bridges

DOI10.1016/0020-7683(85)90037-XzbMath0579.73074MaRDI QIDQ1067473

Mario Como, Franco Maceri, Antonio Giuseppe Grimaldi

Publication date: 1985

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

zbMATH Keywords

correction termscontinuous modelperturbative techniquefan schemelocal bending effects on the girderlong-span cable-stayed bridgeprevailing truss behaviourstatical behaviourtruss solution

Mathematics Subject Classification ID

Composite and mixture properties (74E30)

Related Items (4)

A theoretical approach to the interaction between buckling and resonance instabilities ⋮ A quasi-secant continuous model for the analysis of long-span cable-stayed bridges ⋮ A Simple Analytical Approach to the Aeroelastic Stability Problem of Long-Span Cable-Stayed Bridges ⋮ A Parametric Study on the Dynamic Behavior of Combined Cable-Stayed and Suspension Bridges under Moving Loads

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