0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

A variational rigid‐block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads

Author(s): ORCID (Department of Structures for Engineering and Architecture University of Naples Federico II Naples Italy)
ORCID (RISE Research Institutes of Sweden Borås Sweden)
ORCID (Department of Civil Chemical and Environmental Engineering University of Genoa Genoa Italy)
ORCID (Department of Civil Engineering ISISE University of Minho Guimarães Portugal)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 12, v. 50
Page(s): 3332-3354
DOI: 10.1002/eqe.3512
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.3512.
  • About this
    data sheet
  • Reference-ID
    10624440
  • Published on:
    26/08/2021
  • Last updated on:
    01/10/2021
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine