Modelling Laminated Orthotropic Plate-Foundation Interaction Subjected to Moving Load Using Vlasov Model
Abstract
In this study,
dynamic behavior of laminated orthotropic plates on elastic foundation is
investigated adapting the three parameter subsoil model. Analysis of the system
is performed by using SAP2000 combining with MATLAB code for calculation of
soil parameters of modified Vlasov model. A computing tool is coded in MATLAB for
the purpose allowing data exchange simultaneously between SAP2000 and MATLAB
via Open Application Programming Interface (OAPI) feature. The consistency of
the proposed model is shown comparatively with a numerical example taken from
the literature. Later, the effects of lamination scheme, various lamination
angles, lamination number, subsoil depth, elasticity modulus of subsoil, plate
thickness and velocity of moving load on the behavior of laminated orthotropic
plates on elastic foundation are investigated. It can be concluded that it is
really convenient to use OAPI feature of SAP2000 to model this complex behavior
of laminated orthotropic plates on elastic soil under moving load.
Keywords
References
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Details
Primary Language
English
Subjects
Engineering
Journal Section
Research Article
Authors
Korhan Özgan
KARADENİZ TEKNİK ÜNİVERSİTESİ
Türkiye
Publication Date
March 1, 2018
Submission Date
September 21, 2017
Acceptance Date
February 7, 2018
Published in Issue
Year 2018 Volume: 29 Number: 2
Cited By
On a New Method of Quasi-static and Dynamic Analysis of Viscoelastic Plate on Elastic Foundation
Turkish Journal of Civil Engineering
https://doi.org/10.18400/tjce.1268992