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Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis

Author(s): ORCID

Medium: journal article
Language(s): English
Published in: Journal of Engineering Mechanics (ASCE), , n. 10, v. 147
Page(s): 04021071
DOI: 10.1061/(asce)em.1943-7889.0001989
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: 10.1061/(asce)em.1943-7889.0001989.
  • About this
    data sheet
  • Reference-ID
    10624162
  • Published on:
    26/08/2021
  • Last updated on:
    26/08/2021
 
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