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Experimental evaluation of the role of slenderness in seismic behaviour of bridges with rockable footing

Author(s): ORCID (Department of Civil and Environmental Engineering The University of Auckland Auckland New Zealand)
(Tianjin Key Laboratory of Civil Structure Protection and Reinforcement Tianjin Chengjian University Tianjin China)
ORCID (Key Laboratory of Coast Civil Structure Safety of Ministry of Education Tianjin University Tianjin China)
ORCID (Tianjin Key Laboratory of Civil Structure Protection and Reinforcement Tianjin Chengjian University Tianjin China)
(Department of Civil and Environmental Engineering The University of Auckland Auckland New Zealand)
(Department of Civil and Environmental Engineering The University of Auckland Auckland New Zealand)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 1, v. 53
Page(s): 200-217
DOI: 10.1002/eqe.4019
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.4019.
  • About this
    data sheet
  • Reference-ID
    10743137
  • Published on:
    28/10/2023
  • Last updated on:
    14/01/2024
 
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