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International Journal of Pavement Engineering Volume 11, 2010 - Issue 4: High-Speed Railway Infrastructure: Recent Developments and Performance
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Original Articles

Theoretical calculation of the track mass in the motion of unsprung masses in relation to track dynamic stiffness and damping

K. Giannakos Department of Civil Engineering, University of Thessaly, Volos, GreeceCorrespondence[email protected]
Pages 319-330 | Received 01 Feb 2010, Accepted 20 Feb 2010, Published online: 09 Apr 2010

Citations (9)

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Read on this site (2)

Can Shi, Chunfa Zhao, Xu Zhang & Yunlong Guo. (2021) Coupled discrete-continuum approach for railway ballast track and subgrade macro-meso analysis. International Journal of Pavement Engineering 22:13, pages 1744-1759.
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Sh. Ataei, S. Mohammadzadeh, H. Jadidi & A. Miri. (2014) Effects of maintenance operations on railway track's mechanical behaviour by field load testing. International Journal of Pavement Engineering 15:3, pages 215-227.
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Articles from other publishers (7)

Konstantinos S. Giannakos. (2023) Control of the Geometry of a Railway Track: Measurements of Defects and Theoretical Simulation. International Journal on Applied Physics and Engineering 1, pages 102-115.
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Konstantinos S. Giannakos. (2023) Influence of Track Defects on the Track-Loads and Confidence Interval of a Track Recording Car. WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS 18, pages 16-31.
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Konstantinos Giannakos. (2017) Comment on: Toughness of Railroad Concrete Crossties with Holes and Web Openings. Infrastructures 2017, 2, 3. Infrastructures 2:1, pages 4.
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Konstantinos Giannakos. (2016) Deflection of a railway reinforced concrete slab track: Comparing the theoretical results with experimental measurements. Engineering Structures 122, pages 296-309.
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Konstantinos Giannakos. (2016) Modeling the influence of short wavelength defects in a railway track on the dynamic behavior of the Non-Suspended Masses. Mechanical Systems and Signal Processing 68-69, pages 68-83.
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Giannakos Konstantinos. (2012) Modern Railway Infrastructure: Resilient Fastenings improve Track's Life-Cycle. Procedia - Social and Behavioral Sciences 48, pages 3538-3547.
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Konstantinos Giannakos. (2011) Influence of the Track's Stiffness Coefficient on the Acting Loads, Deflection and Dimensioning of Slab Track. Advanced Materials Research 255-260, pages 4022-4026.
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