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Wind and Structures
  Volume 4, Number 1, February 2001 , pages 1-18
DOI: https://doi.org/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
 
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