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A beam‐column element for modeling nonlinear flexural and shear behaviors of reinforced masonry walls

Author(s): ORCID (Extreme Event Solutions Verisk Analytics Inc Boston Massachusetts United States)
(Department of Structural Engineering University of California La Jolla California United States)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 8, v. 51
Page(s): 1918-1942
DOI: 10.1002/eqe.3645
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.3645.
  • About this
    data sheet
  • Reference-ID
    10663267
  • Published on:
    09/05/2022
  • Last updated on:
    27/05/2022
 
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