AITA, DANILA Statistiche

AITA, DANILA  

DIPARTIMENTO DI INGEGNERIA CIVILE E INDUSTRIALE  

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Titolo Data di pubblicazione Autore(i) File
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 1-gen-2017 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano; Caroti, Gabriella; Piemonte, Andrea
Analisi elastica non lineare e collasso di strutture ad arco in muratura 1-gen-2003 Aita, Danila
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 1-gen-2017 Barsotti, Riccardo; Aita, Danila; Bennati, Stefano
Analysis of some historical sizing rules for arch-wall-piers systems 1-gen-2016 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 1-gen-2020 Aita, D.; Barsotti, R.; Bennati, S.
Between geometry and mechanics: a re-examination of the principles of stereotomy from a statical point of view 1-gen-2003 Aita, Danila
Between stereotomy and mechanics: joints inclination and minimum thickness in frictionless pointed and circular arches In corso di stampa Aita, Danila
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 1-gen-2017 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Collapse of masonry arches in Romanesque and Gothic constructions 1-gen-2007 Barsotti, Riccardo; Aita, Danila; Bennati, Stefano; Foce, F.
Collapse of non-symmetric masonry arches with coulomb friction: Monasterio’s approach and equilibrium analysis 1-gen-2020 Aita, D.; Sinopoli, A.
The Dome of the Temple of Diana in Baiae: Opus Caementicium, Geometry and Mechanics 1-gen-2021 Sinopoli, Anna; Aita, Danila
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 1-gen-2020 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 1-gen-2012 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model 1-gen-2016 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 1-gen-2017 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Further remarks on the collapse of masonry arches with Coulomb friction 1-gen-2007 Sinopoli, A.; Aita, Danila; Foce, F.
Influence of the wall shape on the collapse of arch-wall systems 1-gen-2016 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Load-bearing capacity of circular and elliptical masonry arches 1-gen-2007 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Load-bearing capacity of circular, pointed and elliptical masonry arches 1-gen-2009 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 1-gen-2019 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano