https://github.com/echeynet/eigenbridge2

The vertical eigenfrequencies and mode shapes of a single-span suspension bridge are computed using the method by Luco et Turmo [1]. For the sake of completeness, the computed modal parameters are compared with those obtained using the method by Sigbjørnsson & Hjorth-Hansen [2] and Strømmen [3].

linear-vibrations modal-analysis suspension-bridge

Last synced: 08 Mar 2025