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Test, analysis, and design of ovally‐perforated vertically‐flexible steel plate shear wall (OVSPW)

Author(s): ORCID (Disaster Prevention Research Institute Kyoto University Uji Japan)
(Disaster Prevention Research Institute Kyoto University Uji Japan)
ORCID (Department of Civil Engineering Tsinghua University Beijing China)
(Department of Civil Engineering Tsinghua University Beijing China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 1, v. 51
Page(s): 66-85
DOI: 10.1002/eqe.3556
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.3556.
  • About this
    data sheet
  • Reference-ID
    10637116
  • Published on:
    30/11/2021
  • Last updated on:
    18/12/2021
 
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