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Improved numerical method for time domain dynamic structure-foundation interaction analysis based on scaled boundary finite element method

Author(s):

Medium: journal article
Language(s): English
Published in: Frontiers of Architecture and Civil Engineering in China, , n. 4, v. 2
Page(s): 336-342
DOI: 10.1007/s11709-008-0054-2
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/s11709-008-0054-2.
  • About this
    data sheet
  • Reference-ID
    10154346
  • Published on:
    02/12/2018
  • Last updated on:
    02/12/2018
 
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