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Traditional High-rise Unreinforced Masonry Buildings: Modeling and Influence of Floor System Stiffening on Their Overall Seismic Response

Author(s): (Red Sísmica del Austro, University of Cuenca, Cuenca, Ecuador)
(Department of Structural Engineering, UPC, Barcelona, Spain)
ORCID (Department of Civil and Environmental Engineering, UPC, Barcelona, Spain)
ORCID (Department of Civil and Environmental Engineering, UPC, Barcelona, Spain)
(Red Sísmica del Austro, University of Cuenca, Cuenca, Ecuador)
Medium: journal article
Language(s): English
Published in: International Journal of Architectural Heritage, , n. 10, v. 15
Page(s): 1547-1584
DOI: 10.1080/15583058.2019.1709582
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: 10.1080/15583058.2019.1709582.
  • About this
    data sheet
  • Reference-ID
    10765666
  • Published on:
    22/03/2024
  • Last updated on:
    22/03/2024
 
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