logo SBA

ETD

Archivio digitale delle tesi discusse presso l’Università di Pisa

Tesi etd-04172019-143615


Tipo di tesi
Tesi di laurea magistrale
Autore
PAGANELLI, OLIVIA
URN
etd-04172019-143615
Titolo
ROCKING AND KINEMATIC ANALYSES OF MASONRY CORNER MECHANISMS: THE CASE OF CAPUZI SCHOOL IN VISSO
Dipartimento
INGEGNERIA CIVILE E INDUSTRIALE
Corso di studi
INGEGNERIA EDILE E DELLE COSTRUZIONI CIVILI
Relatori
relatore Prof. Sassu, Mauro
relatore Prof.ssa Giresini, Linda
relatore Ing. Solarino, Fabio
relatore Prof. Butenweg, Christoph
Parole chiave
  • cinematica non lineare
  • corner mechanism
  • corpi rigidi
  • fuori piano
  • meccanismo d'angolo
  • muratura
  • non-linear kinematic analysis
  • Ntc 2018
  • Ntc 2018 - masonry
  • out-of-plane
  • rigid blocks
  • rocking
  • rocking
Data inizio appello
06/05/2019
Consultabilità
Non consultabile
Data di rilascio
06/05/2089
Riassunto
The corner mechanism in masonry structures is one of the out-of-plane modes that may frequently occur under dynamic actions such as earthquakes. The three dimensional motion, in principle complex to treat, can be simplified into a two-dimensional problem, where a prismatic equivalent block is associated to the corner mechanism. This paper provides a method to treat the corner mechanism in two dimensional rocking analysis, taking into account the roof actions – especially the roof thrust that acts as destabilizing force in the preliminary phases of motion – and the boundary conditions such as the transverse walls. A case study is taken as benchmark to perform rocking non-linear analyses and discuss the role of geometry, energy dissipation and boundary conditions. It is shown the relevant influence of the geometry and of the coefficient of restitution on the stability conditions, whenever the oscillation produce horizontal displacement values of some cm. The results of the case study, subjected to the Central Italy earthquake, are compared to the actual response of the corner mechanism, which collapsed during this seismic swarm, showing that the rocking analysis on the equivalent block correctly predicts the collapse occurred.
File