Identification of the modal characteristics of vibrations of mono span bridge beams on seismic damping supports

AuteurOLODO, ESSE TIMOTHEE EMMANUEL
AuteurADJOVI, EDMOND CODJO
Date d'ajout2026-06-02T16:06:57Z
Date de disponibilite2026-06-02T16:06:57Z
Date de publication2015
ResumeAbstract: The aim of this work is relative to identification of modal characteristics of beam vibrations of mono span bridge beams on seismic damping supports. This has necessitated the development of a method of calculation of span bridge beams on damping supports and solicited by loads seismic origin. To do this, firstly, the solution of governing differential equation of the movement is presented in form of Fourier, thus reducing it to two ordinary differential equations. Using Krylov’s functions, one able to obtain on the one hand, analytical expressions for determining vibration modes depending on the rigidities of beam damping supports. On the other hand, it is the analytical relationship between frequencies of beam vibrations and the reports of damping support rigidities and those of beams. Obtained results could be useful to engineers and researchers involved in the study of girder bridge structures under stresses of seismic origin.
Autre identifiantBECDB-7962
URIhttps://dspace.uac.bj/handle/123456789/7155
Languefr
Fait partie deInternational Journal of Structural Engineering
SujetSeismic damping support
SujetKrylov's function
Sujeteigen frequencies and eigenmodes
TitreIdentification of the modal characteristics of vibrations of mono span bridge beams on seismic damping supports
TypeArticle

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