On the public citation graph

Analysis of the Vibration Characteristics of Ballastless Track on Bridges Using an Energy Method

0 signed · 30 inferred · view as graph

Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.

Is this your work? Sign in with ORCID and put your name on the claims that are yours.
Claim with ORCID
Reference health. See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.
See reference health

What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1002/nme.1620140904openalex-snapshot
The computation of three‐dimensional rolling contact with dry friction
inferredcites →https://doi.org/10.1006/jsvi.1999.2207openalex-snapshot
PREDICTION OF POWER FLOWS THROUGH MACHINE VIBRATION ISOLATORS
inferredcites →https://doi.org/10.1007/s12205-019-1947-4openalex-snapshot
Noise and Vibration Mitigation Performance of Damping Pad under CRTS-III Ballastless Track in High Speed Rail Viaduct
inferredcites →https://doi.org/10.1016/0022-460x(80)90452-6openalex-snapshot
Vibrational power flow from machines into built-up structures, part I: Introduction and approximate analyses of beam and plate-like foundations
inferredcites →https://doi.org/10.1016/0022-460x(81)90338-2openalex-snapshot
Power flow through machine isolators to resonant and non-resonant beams
inferredcites →https://doi.org/10.1016/j.compgeo.2020.103455openalex-snapshot
Influences of piles on the ground vibration considering the train-track-soil dynamic interactions
inferredcites →https://doi.org/10.1016/j.ijnonlinmec.2013.10.004openalex-snapshot
Interface damage and its effect on vibrations of slab track under temperature and vehicle dynamic loads
inferredcites →https://doi.org/10.1016/j.proeng.2017.09.259openalex-snapshot
Influence of the Seam between Slab and CA Mortar of CRTSII Ballastless Track on Vibration Characteristics of Vehicle-Track System
inferredcites →https://doi.org/10.1016/j.soildyn.2016.03.013openalex-snapshot
Using elastic bridge bearings to reduce train-induced ground vibrations: An experimental and numerical study
inferredcites →https://doi.org/10.1080/00423118208968684openalex-snapshot
A Fast Algorithm for the Simplified Theory of Rolling Contact
inferredcites →https://doi.org/10.1080/00423118308968725openalex-snapshot
A Comparison of Alternative Creep Force Models for Rail Vehicle Dynamic Analysis
inferredcites →https://doi.org/10.1155/2014/193128openalex-snapshot
Effect of Cement Asphalt Mortar Debonding on Dynamic Properties of CRTS II Slab Ballastless Track
inferredcites →https://doi.org/10.1155/2019/1570736openalex-snapshot
Investigation of Concrete Base‐Roadbed Surface Contact Variation‐Induced Vibration Characteristics of Vehicle‐Slab Track‐Subgrade System considering Fluid‐Solid Interaction
inferredcites →https://doi.org/10.1177/0954409716675001openalex-snapshot
Analysis of structural stresses of tracks and vehicle dynamic responses in train–track–bridge system with pier settlement
inferredcites →https://doi.org/10.1177/0954409717703470openalex-snapshot
Calculation model of the vehicle – CRTS II coupling system with symplectic method
inferredcites →https://doi.org/10.12989/scs.2017.23.5.557openalex-snapshot
Ambient vibration testing and seismic performance of precast I beam bridges on a high-speed railway line
inferredcites →https://doi.org/10.12989/scs.2019.31.6.591openalex-snapshot
Vibration characteristic analysis of high-speed railway simply supported beam bridge-track structure system
inferredcites →https://doi.org/10.3390/sym12010069openalex-snapshot
Study of the Vibration-Energy Properties of the CRTS-III Track Based on the Power Flow Method

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

inferred← citeshttps://doi.org/10.2139/ssrn.4677593openalex-extracted
Iterative Solution and Numerical Analysis of Vehicle-Track-Bridge Nonlinear Coupled Vibration Considering the Viscoelasticity of Fasteners
inferred← citeshttps://doi.org/10.1007/s11771-025-6011-6openalex-snapshot
Iterative solution and numerical analysis of vehicle-track-bridge nonlinear coupled vibration considering viscoelasticity of rail pads
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2021.123861openalex-snapshot
Model updating of the vehicle-track coupled system based on in-situ dynamic measurements
inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.117019openalex-snapshot
Vibration energy transmission in high-speed train-track-bridge coupled systems
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.106142openalex-snapshot
Distributed stiffness assessment of bridges based on macro-strain envelope curve under moving trainloads
inferred← citeshttps://doi.org/10.1016/j.ymssp.2022.109855openalex-snapshot
An effective prediction method for bridge long-gauge strain under moving trainloads with experimental verification
inferred← citeshttps://doi.org/10.2139/ssrn.6998676openalex-snapshot
Dynamic performance of short-span high-speed railway viaducts with ballasted and ballastless tracks
inferred← citeshttps://doi.org/10.33586/hya.2023.3120openalex-snapshot
Influence of Track Typology on the Dynamic Response of Short-Span High-Speed Railway Bridges
inferred← citeshttps://doi.org/10.3390/app10238728openalex-snapshot
Dynamic Performance of a New-Type PSC I-girder for Railway Bridge Application
inferred← citeshttps://doi.org/10.3390/app11010150openalex-snapshot
Research on the Vibration Characteristics of a Track’s Structure Considering the Viscoelastic Properties of Recycled Composite Sleepers
inferred← citeshttps://doi.org/10.3390/app11136239openalex-snapshot
Application Study on Fiber Optic Monitoring and Identification of CRTS-II-Slab Ballastless Track Debonding on Viaduct
inferred← citeshttps://doi.org/10.7734/coseik.2022.35.2.131openalex-snapshot
Optimum Stiffness of the Sleeper Pad on an Open-Deck Steel Railway Bridge using Flexible Multibody Dynamic Analysis
Editorial review for independent work. ICSAC — the Institute for Complexity Science and Advanced Computing — runs a structured editorial panel for researchers publishing outside journals, and publishes on CiteStamp rails. Submission is free and goes through ORCID: icsacinstitute.org/submit.