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...
| 發表在: | Earthquake engineering & structural dynamics. 36, 8 (2007). |
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| 格式: | Article |
| 語言: | English |
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