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Parametric experimental investigation of unbonded post‐tensioned reinforced concrete bridge piers under cyclic loading

Author(s): ORCID (State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai China)
ORCID (Department of Civil Environmental & Geomatic Engineering University College London London UK)
(Civil Engineering (Bridge, Tunnel & Subgrade) Design Research Institute China Railway Design Corp. Tianjin China)
(State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 15, v. 51
Page(s): 3479-3504
DOI: 10.1002/eqe.3732
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/eqe.3732.
  • About this
    data sheet
  • Reference-ID
    10693864
  • Published on:
    23/09/2022
  • Last updated on:
    10/12/2022
 
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