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Publications by [Bilotta E.]
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Bilotta E.
,
Lanzano G.
et al.
The increments of the internal forces induced by an earthquake in the transverse section of a tunnel lining can be ascribed to the ovalisation of the section, induced by soil shear straining in the vertical plane. They can be assessed with several procedures ...
Filed under:
Tunnel Engineering -
Tunnel Seismic Design
Reference:
The 14 th World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China