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Non-linear analysis of the Carmine bell tower under seismic actions accounting for soil–foundation–structure interaction

Author(s):



Medium: journal article
Language(s): English
Published in: Bulletin of Earthquake Engineering, , n. 7, v. 16
Page(s): 2775-2808
DOI: 10.1007/s10518-017-0298-0

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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/s10518-017-0298-0.
  • About this
    data sheet
  • Reference-ID
    10206053
  • Published on:
    05/12/2018
  • Last updated on:
    05/12/2018
 
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