Identification of dynamic properties of a flooded ballast layer using impact excitation technique and minimization algorithm

In recent times, the railway sector has faced a pressing need to expand its railway network, resulting in the widespread adoption of ballasted tracks. These tracks are favored for their ease of construction, making them a cost-effective solution for the railway industry. However, with global warming...

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Bibliographic Details
Published in:	Journal of infrastructure preservation and resilience Vol. 5; no. 1; pp. 13 - 20
Main Authors:	Wangtawesap, Ratabhat, Chintanapakdee, Chatpan, Ngamkhanong, Chayut
Format:	Journal Article
Language:	English
Published:	Cham Springer International Publishing 01.12.2024 Springer Nature B.V SpringerOpen
Subjects:	Algorithms Ballasted track Beam theory (structures) Behavior Box beams Civil Engineering Climate change Degrees of freedom Drainage Dynamic characteristics Dynamic properties Elastic foundations Elastic properties Engineering Flooding Floods Global warming Hammering Impact analysis Impact test Modal testing Optimization Optimization algorithms Railroad ballast Railroad ties Railway engineering Railway networks Railway tracks Railways Sleeper Stiffness Timoshenko beams Water levels Weather Wood construction Extreme events Ballasted track Dynamic properties Modal testing Sleeper Flooding Impact test
ISSN:	2662-2521, 2662-2521
Online Access:	Get full text
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