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Testing of "Global Young's Modulus E" on a rehabilitated masonry bell tower in Venice

Bergamo, Otello
•
Campione, Giuseppe
•
Russo, Gaetano
•
Motta, Elisa
2017
  • journal article

Periodico
ENGINEERING FAILURE ANALYSIS
Abstract
This paper shows the effectiveness of the techniques chosen for the rehabilitation of the historic “Sant'Andrea” masonry bell-tower in Venice. The achieved rehabilitation projects based on the so-indenting technique consisting in removing and replacing bricks in bad conditions, and on the isolation of the bells at the belfry quote, respect all the constraints represented by the aesthetic and structural features of the building. Moreover, the experimental analyses used to define the existing state of the structure are described in detail. The tower is also an interesting case study for the validation of the proposed method to determine the Global Young's Modulus in a rehabilitated masonry bell tower. © 2017 Elsevier Ltd
DOI
10.1016/j.engfailanal.2017.02.017
WOS
WOS:000403126000002
Archivio
http://hdl.handle.net/11390/1127421
info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-85015047160
https://www.sciencedirect.com/science/article/pii/S1350630717302613?via=ihub
Diritti
closed access
Soggetti
  • Bell tower

  • Experimental analysi

  • Masonry

  • Rayleigh's method

  • Rehabilitation

  • Venice

  • Materials Science (al...

  • Engineering (all)

Scopus© citazioni
2
Data di acquisizione
Jun 14, 2022
Vedi dettagli
Web of Science© citazioni
3
Data di acquisizione
Mar 25, 2024
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