Analytical solution for longitudinal dynamic responses of long tunnels under arbitrary excitations

DOI10.1142/S0219455421501741MaRDI QIDQ6491543

Xizhuo Chen, Haitao Yu, Weile Chen, Pan Li

Publication date: 24 April 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

Timoshenko beamdynamic responsevisco-Pasternak foundationlong tunnelintegration transform

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Cites Work

• Analytical solution for a finite Euler-Bernoulli beam with single discontinuity in section under arbitrary dynamic loads
• A multiscale coupling approach between discrete element method and finite difference method for dynamic analysis
• DYNAMIC ANALYSIS OF BEAMS ON AN ELASTIC FOUNDATION SUBJECTED TO MOVING LOADS
• Vibrations of a beam on elastic foundation II
• Stability of a Timoshenko beam resting on a Winkler elastic foundation
• An explicit representation of steady state response of a beam on an elastic foundation to moving harmonic line loads
• Natural Frequencies and Mode Shapes of Timoshenko Beams with Attachments

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