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Influence of horizontally variable soil properties on nonlinear seismic site response and ground motion coherency

Author(s): (Department of Civil Engineering National Taiwan University Taipei Taiwan)
ORCID (Department of Civil Engineering National Chung Hsing University Taichung Taiwan)
(Department of Civil Engineering National Taiwan University Taipei Taiwan)
ORCID (Department of Civil and Environmental Engineering Hanyang University Seoul Korea)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 3, v. 51
Page(s): 704-722
DOI: 10.1002/eqe.3587
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.3587.
  • About this
    data sheet
  • Reference-ID
    10646467
  • Published on:
    10/01/2022
  • Last updated on:
    17/02/2022
 
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