The modal parameters of a line-like structure are automatically identified using an SSI-COV algorithm applied to ambient vibration data

Tools for abaqus: efficient input file writing, run from python, and export from odb files

The coupled dynamic response of a suspension bridge to wind turbulence is computed in the time domain

The coupled flutter velocity of a single-span suspension bridge is computed in the frequency domain

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].