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Three-dimensional finite element analyses for cyclic responses of precast segmental bridge piers accounting for bond-slip degradation

Author(s): (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, PR China)
(School of Civil Engineering, Southeast University, Nanjing, PR China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, PR China)
(Jiangsu Pole Star Transportation Group Co., Ltd, Nantong, PR China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 5, v. 19
Page(s): 1-22
DOI: 10.1080/15732479.2021.1961828
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: 10.1080/15732479.2021.1961828.
  • About this
    data sheet
  • Reference-ID
    10624221
  • Published on:
    26/08/2021
  • Last updated on:
    20/02/2023
 
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