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Effects of axial compression ratio on seismic behavior of shallow‐buried rectangular stations: Hybrid simulation and quasi‐static test

Author(s): (Yantai Research Institute of Harbin Engineering University Harbin Engineering University Yantai China)
ORCID (State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai China)
(State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai China)
ORCID (Department of Building Services Engineering The Hong Kong Polytechnic University Hong Kong China)
ORCID (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. 9, v. 53
Page(s): 2734-2755
DOI: 10.1002/eqe.4138
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.4138.
  • About this
    data sheet
  • Reference-ID
    10776554
  • Published on:
    29/04/2024
  • Last updated on:
    20/09/2024
 
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