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Damage analysis of masonry structures subjected to rockfalls

Author
Mavrouli, O.; Giannopoulos, P.; Carbonell, J.M.; Syrmakezis, C.
Type of activity
Journal article
Journal
Landslides
Date of publication
2017-06-01
Volume
14
Number
3
First page
891
Last page
904
DOI
https://doi.org/10.1007/s10346-016-0765-8 Open in new window
Repository
http://hdl.handle.net/2117/108810 Open in new window
URL
https://link.springer.com/article/10.1007%2Fs10346-016-0765-8 Open in new window
Abstract
Masonry structures present substantial vulnerability to rockfalls. The methodologies for the damage quantification of masonry structures subjected to rockfalls are scarce. An analytical procedure for the damage assessment of masonry structures is presented. The procedure comprises three stages: (1) determination of the rockfall impact actions which are applied to a masonry structure, in terms of external forces, using the particle finite element method (PFEM), (2) evaluation of the mechanical pr...
Citation
Mavrouli, O., Giannopoulos, P., Carbonell, J.M., Syrmakezis, C. Damage analysis of masonry structures subjected to rockfalls. "Landslides", 1 Juny 2017, vol. 14, núm. 3, p. 891-904.
Keywords
Damage structures, Finite element method, Masonry, Particle finite element method, Rockfall
Group of research
EnGeoModels - Monitoring and Modelling in Engineering Geology
RMEE - Strength of Materials and Structural Engineering Research Group

Participants

  • Mavrouli, Olga Christina  (author)
  • Giannopoulos, P. G.  (author)
  • Carbonell Puigbo, Josep Maria  (author)
  • Syrmakezis, Costas  (author)

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