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Numerical study on the seismic performance of precast UHPC bridge columns considering the buckling behavior of replaceable energy dissipaters

Author(s): ORCID (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, 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)
(China Railway Corporation, Beijing, China)
(Department of Civil and Environmental Engineering, University of California, Los Angeles, CA, USA)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 2, v. 18
Page(s): 1-19
DOI: 10.1080/15732479.2020.1841244
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: 10.1080/15732479.2020.1841244.
  • About this
    data sheet
  • Reference-ID
    10612453
  • Published on:
    09/07/2021
  • Last updated on:
    10/01/2022
 
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