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A nonlinear static procedure for seismic assessment of unreinforced masonry buildings with rigid-diaphragms considering the effect of seismic incidence angle

Author(s):

Medium: journal article
Language(s): English
Published in: International Journal of Masonry Research and Innovation, , n. 1, v. 8
Page(s): 46
DOI: 10.1504/ijmri.2023.127480
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: 10.1504/ijmri.2023.127480.
  • About this
    data sheet
  • Reference-ID
    10698125
  • Published on:
    10/12/2022
  • Last updated on:
    10/12/2022
 
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