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121-story Shanghai Center Tower foundation re-analysis using a compensated pile foundation theory

Author(s):

Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 11, v. 23
Page(s): 854-879
DOI: 10.1002/tal.1087

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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: 10.1002/tal.1087.
  • About this
    data sheet
  • Reference-ID
    10080868
  • Published on:
    09/10/2018
  • Last updated on:
    18/10/2018
 
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