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Higher-order mode effects on the seismic performance of tall piers

Author(s):



Medium: journal article
Language(s): English
Published in: Frontiers of Architecture and Civil Engineering in China, , n. 4, v. 5
Page(s): 496-502
DOI: 10.1007/s11709-011-0131-9
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/s11709-011-0131-9.
  • About this
    data sheet
  • Reference-ID
    10154533
  • Published on:
    25/11/2018
  • Last updated on:
    25/11/2018
 
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