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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.5776863
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Analytical solution for longitudinal seismic response of long tunnels subjected to Rayleigh waves
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Multi-point shaking table test of a long tunnel subjected to non-uniform seismic loadings
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Dynamic finite element analysis of a nonlinear beam subjected to a moving load
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Analytical solution for a finite Euler–Bernoulli beam with single discontinuity in section under arbitrary dynamic loads
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Analytical solutions for joints in an infinite Euler-Bernoulli beam on a viscoelastic foundation subjected to time-lag loads
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Response of beams on nonlinear viscoelastic foundations to harmonic moving loads
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Explicit analytical solution to the minimum safety thickness of waterproof-resistant slab in front of karst tunnel face
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Investigating on the longitudinal seismic response and deformation mechanism of a long tunnel under the combined action of the traveling wave effect and mutation of the soil layer
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Vibration analysis of multiple-stepped beams with the composite element model
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Multi-point shaking table test of the free field under non-uniform earthquake excitation
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Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings – Part I: Theory and validation
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Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings - part II: Application to the HZM immersed tunnel
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Analytical solution for longitudinal seismic response of tunnel liners with sharp stiffness transition
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Shaking table tests of transition tunnel connecting TBM and drill-and-blast tunnels
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Analytical study on seismic response of subsea tunnels in a multi-layered seabed subjected to P- and SV-waves
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Theoretical and numerical study of the failure mechanism and minimum safety thickness of water-resistant rock mass in layered karst tunnels
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Seepage Response along with Fine Particle Migration of a Loose Soil Slope under Rainfall Infiltration
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Formulas for an Infinitely Long Bernoulli-Euler Beam on the Pasternak Model
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