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Theoretical model of ultimate shear capacity and flexural capacity design method of boundary elements for reinforced concrete frames with steel plate shear walls

Author(s): ORCID (Department of Civil Engineering Dalian University of Technology Dalian China)
(Department of Civil Engineering Dalian University of Technology Dalian China)
(Department of Civil Engineering Dalian University of Technology Dalian China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 15, v. 53
Page(s): 4604-4626
DOI: 10.1002/eqe.4234
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.4234.
  • About this
    data sheet
  • Reference-ID
    10799118
  • Published on:
    23/09/2024
  • Last updated on:
    10/11/2024
 
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