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Seismic resilience mechanism of self‐centering dual‐limb thin‐walled rocking piers with replaceable energy dissipation beams

Author(s): ORCID (State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures Shijiazhuang Tiedao University Shijiazhuang China)
(School of Civil Engineering Shijiazhuang Tiedao University Shijiazhuang China)
(School of Civil Engineering Shijiazhuang Tiedao University Shijiazhuang China)
(School of Civil Engineering Shijiazhuang Tiedao University Shijiazhuang China)
(School of Civil Engineering Shijiazhuang Tiedao University Shijiazhuang China)
(State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures Shijiazhuang Tiedao University Shijiazhuang China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 5, v. 53
Page(s): 1803-1825
DOI: 10.1002/eqe.4089
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.4089.
  • About this
    data sheet
  • Reference-ID
    10758576
  • Published on:
    15/03/2024
  • Last updated on:
    25/04/2024
 
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