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Effect of shear strain compatibility and incompatibility approaches in the design of high modulus columns against liquefaction: A case study in Christchurch, New Zealand

Author(s): ORCID
ORCID
Medium: journal article
Language(s): English
Published in: Bulletin of Earthquake Engineering, , n. 11, v. 20
Page(s): 5721-5745
DOI: 10.1007/s10518-022-01427-7
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/s10518-022-01427-7.
  • About this
    data sheet
  • Reference-ID
    10678242
  • Published on:
    18/06/2022
  • Last updated on:
    23/09/2022
 
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