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Seismic performance of precast piers connected by grouted splice sleeve with Central-tenon enhancement: experimental validation and system-level fragility study

Author(s): ORCID (School of Civil Engineering, Southeast University, Nanjing, PR China)
ORCID (School of Civil Engineering, Southeast University, Nanjing, PR China)
ORCID (School of Civil Engineering, Southeast University, Nanjing, PR China)
(Bridge Design Research Center, China Design Group. Co., Ltd, Nanjing, PR China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-22
DOI: 10.1080/15732479.2024.2319111
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: 10.1080/15732479.2024.2319111.
  • About this
    data sheet
  • Reference-ID
    10769928
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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