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Seismic Capacity of Unstrengthened and FRP Strengthened Masonry Arches: Tilting Test and Nonlinear Numerical Analysis

Author(s): ORCID (Faculty of Engineering and Architecture, Department of Civil Engineering Tokat Gaziosmanpaşa University Tokat Türkiye)
ORCID (ISISE, ARISE, Department of Civil Engineering University of Minho Azurém Guimarães Portugal)
ORCID (Department of Civil Engineering Atatürk University Erzurum Türkiye)
ORCID (Politecnico di Milano Department of Architecture Built Environment and Construction Engineering Milan Italy)
ORCID (ISISE, ARISE, Department of Civil Engineering University of Minho Azurém Guimarães Portugal)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics
DOI: 10.1002/eqe.4294
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.4294.
  • About this
    data sheet
  • Reference-ID
    10808413
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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