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Experimental study on the effects of bi‐directional loading pattern on rectangular reinforced concrete walls

Author(s): ORCID (WSP Christchurch New Zealand)
(Department of Structural and Geotechnical Engineering Sapienza University of Rome Rome Italy)
ORCID (Department of Civil and Natural Resources Engineering University of Canterbury Christchurch New Zealand)
(Second Self Genesis Ltd. Christchurch New Zealand)
(Department of Civil and Natural Resources Engineering University of Canterbury Christchurch New Zealand)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 7, v. 50
Page(s): 2010-2030
DOI: 10.1002/eqe.3433
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.3433.
  • About this
    data sheet
  • Reference-ID
    10578021
  • Published on:
    02/03/2021
  • Last updated on:
    08/05/2021
 
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