Wind and Structures
Volume 4, Number 1, 2001, pages 1-18
DOI: 10.12989/was.2001.4.1.001
A deformable section model for the dynamics of suspension bridge. Part I: Model and linear response
Vincenzo Sepe and Giuliano Augusti(Italy)rn
Abstract
The classical two-degree-of-freedom (2-d-o-f)
Key Words
suspension bridges; wind effects; sectional model; nonlinear dynamics; vortex shedding.
Address
Vincenzo Sepe and Giuliano Augusti, Dipartimento di Ingegneria Strutturale e Geotecnica, Universita di Roma \"La Sapienza\" , via Eudossiana 18, 00184 Roma, Italy