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Parametric study on seismic performance of prefabricated bridge piers connected by ultra‐high performance concrete grout

Author(s): ORCID (College of Civil Engineering Tongji University Shanghai China)
(Engineering Research Center of Industrial Construction in Civil Engineering of Zhejiang Province Ningbo University of Technology Ningbo China)
ORCID (College of Civil Engineering Tongji University Shanghai China)
(College of Civil Engineering Zhengzhou University Zhengzhou China)
(Engineering Research Center of Industrial Construction in Civil Engineering of Zhejiang Province Ningbo University of Technology Ningbo China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 3, v. 23
Page(s): 1469-1491
DOI: 10.1002/suco.202100179
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/suco.202100179.
  • About this
    data sheet
  • Reference-ID
    10677007
  • Published on:
    02/06/2022
  • Last updated on:
    13/08/2022
 
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