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Seismic response and nonlinear characteristics of pile‐soil springs in structures supported by pile group in granular soil on sloping bedrock

Author(s): ORCID (Division of Global Architecture, Department of Architectural Engineering, Graduate School of Engineering Osaka University Osaka Japan)
ORCID (Department of Architecture and Civil Engineering Fukui University of Technology Fukui Japan)
Medium: journal article
Language(s): English
Published in: Japan Architectural Review, , n. 1, v. 6
DOI: 10.1002/2475-8876.12314
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: 10.1002/2475-8876.12314.
  • About this
    data sheet
  • Reference-ID
    10700600
  • Published on:
    16/12/2022
  • Last updated on:
    16/12/2022
 
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