Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage.
A specific rigid element approach is proposed for the in-plane dynamical analysis of masonry walls, whose seismic performance is strongly related to mechanical deterioration and hysteretic energy dissipation. Since the execution of effective time-history analysis necessitates the use of discrete mod...
| Publié dans: | Earthquake engineering & structural dynamics. 36, 8 (2007). |
|---|---|
| Auteur principal: | |
| Format: | Article |
| Langue: | English |
| Sujets: |