3D homogenized limit analysis of masonry buildings under horizontal loads

@article{Milani20073DHL,
  title={3D homogenized limit analysis of masonry buildings under horizontal loads},
  author={G. Milani and P. Lourenço and A. Tralli},
  journal={Engineering Structures},
  year={2007},
  volume={29},
  pages={3134-3148}
}
The current confidence levels in the ability to provide buildings with adequate resistance to horizontal actions do not easily apply to historic and existing masonry structures. Limit analysis is often not sufficient for a full structural analysis under seismic loads, but it can be profitably used in order to obtain a simple and fast estimation of collapse loads. Often, the limit analysis of ancient masonry structures is used in the context of several simplifications, the assumptions about the… Expand
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