Dynamic Response of a Slightly Curved Bridges Under Moving Mass Loads

In this research, the dynamic response of a slightly curved bridges under moving mass load is studied using an analytical approach. A solution method similar to the method of successive approximation has been used. The method has been exemplified for the special values of the variables. The effects...

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Bibliographic Details
Main Authors: Murat Reis, Yaşar Pala
Format: Article
Language:English
Published: Riga Technical University Press 2009-09-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
Online Access:https://bjrbe-journals.rtu.lv/article/view/3821
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