On the public citation graph

Dynamic response analysis for single sectional discontinuity in a finite in-service tunnel with vulnerable parts under arbitrary dynamic loads

https://doi.org/10.2139/ssrn.5719336
0 signed · 17 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 See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.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/nag.263openalex-snapshot
An explicit representation of steady state response of a beam on an elastic foundation to moving harmonic line loads
inferredcites →https://doi.org/10.1002/nag.2672openalex-snapshot
Analytical solutions for Euler‐Bernoulli Beam on Pasternak foundation subjected to arbitrary dynamic loads
inferredcites →https://doi.org/10.1002/nag.3066openalex-snapshot
Analytical solution for longitudinal seismic response of long tunnels subjected to Rayleigh waves
inferredcites →https://doi.org/10.1007/s10518-017-0223-6openalex-snapshot
Multi-point shaking table test of a long tunnel subjected to non-uniform seismic loadings
inferredcites →https://doi.org/10.1007/s11709-022-0920-3openalex-snapshot
Discontinuous mechanical behaviors of existing shield tunnel with stiffness reduction at longitudinal joints
inferredcites →https://doi.org/10.1016/0020-7683(95)00128-xopenalex-snapshot
Dynamic finite element analysis of a nonlinear beam subjected to a moving load
inferredcites →https://doi.org/10.1016/j.apm.2018.03.046openalex-snapshot
Analytical solution for a finite Euler–Bernoulli beam with single discontinuity in section under arbitrary dynamic loads
inferredcites →https://doi.org/10.1016/j.compstruc.2005.03.003openalex-snapshot
Response of beams on nonlinear viscoelastic foundations to harmonic moving loads
inferredcites →https://doi.org/10.1016/j.jsv.2008.11.041openalex-snapshot
Vibration analysis of multiple-stepped beams with the composite element model
inferredcites →https://doi.org/10.1016/j.sandf.2015.09.031openalex-snapshot
Multi-point shaking table test of the free field under non-uniform earthquake excitation
inferredcites →https://doi.org/10.1016/j.soildyn.2016.08.017openalex-snapshot
Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings – Part I: Theory and validation
inferredcites →https://doi.org/10.1016/j.soildyn.2016.08.018openalex-snapshot
Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings - part II: Application to the HZM immersed tunnel
inferredcites →https://doi.org/10.1016/j.tust.2018.04.001openalex-snapshot
Analytical solution for longitudinal seismic response of tunnel liners with sharp stiffness transition
inferredcites →https://doi.org/10.1016/j.tust.2019.103197openalex-snapshot
Shaking table tests of transition tunnel connecting TBM and drill-and-blast tunnels
inferredcites →https://doi.org/10.1016/j.tust.2023.105015openalex-snapshot
Analytical study on seismic response of subsea tunnels in a multi-layered seabed subjected to P- and SV-waves
inferredcites →https://doi.org/10.1061/ijgnai.gmeng-10234openalex-snapshot
Seepage Response along with Fine Particle Migration of a Loose Soil Slope under Rainfall Infiltration
inferredcites →https://doi.org/10.3208/sandf.44.5_109openalex-snapshot
Formulas for an Infinitely Long Bernoulli-Euler Beam on the Pasternak Model
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.