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Frequency‐dependent response of a rigid disk on a transversely isotropic soil layer subjected to horizontal motion

Author(s): ORCID (Key Laboratory of Building Safety and Energy Efficience of Ministry of Education College of Civil Engineering Hunan University Changsha Hunan China)
(Key Laboratory of Building Safety and Energy Efficience of Ministry of Education College of Civil Engineering Hunan University Changsha Hunan China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 15, v. 52
Page(s): 4777-4795
DOI: 10.1002/eqe.3989
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/eqe.3989.
  • About this
    data sheet
  • Reference-ID
    10735067
  • Published on:
    03/09/2023
  • Last updated on:
    14/01/2024
 
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