Cite
HARVARD Citation
Milani, G. et al. (2018). A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods. Engineering structures. pp. 212-228. [Online].
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Milani, G. et al. (2018). A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods. Engineering structures. pp. 212-228. [Online].