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Mode-based equivalent multi-degree-of-freedom system for one-dimensional viscoelastic response analysis of layered soil deposit

Author(s):



Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Engineering Vibration, , n. 1, v. 17
Page(s): 103-124
DOI: 10.1007/s11803-018-0428-y
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: 10.1007/s11803-018-0428-y.
  • About this
    data sheet
  • Reference-ID
    10323189
  • Published on:
    12/07/2019
  • Last updated on:
    12/07/2019
 
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