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Numerical Study on Seismic Performance of Rocking Self-Centering (RSC) Bridge Piers Under Bidirectional Excitation

Author(s): (Hebei Expressway Group Limited, Yanchong Branch, Zhangjiakou 075400, P. R. China)
(School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, P. R. China)
(Hebei Expressway Group Limited, Yanchong Branch, Zhangjiakou 075400, P. R. China)
(Key Laboratory of Building Collapse Mechanism, and Disaster Prevention, Institute of Disaster Prevention, China Earthquake Administration, Sanhe 065201, P. R. China)
(Hebei Expressway Group Limited, Zhangcheng Zhangjiakou Branch, Zhangjiakou 075031, P. R. China)
(Earthquake Engineering Research and Test Center, Guangzhou University, Guangzhou 510006, P. R. China)
ORCID (School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, P. R. China)
ORCID (School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics
DOI: 10.1142/s0219455425500415
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: 10.1142/s0219455425500415.
  • About this
    data sheet
  • Reference-ID
    10774484
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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