IRIS
AITA, DANILA
 Distribuzione geografica
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Continente #
EU - Europa 1.886
Totale 1.886
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Nazione #
IT - Italia 1.886
Totale 1.886
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Città #
Genova 807
Rapallo 426
Genoa 279
Bordighera 187
Vado Ligure 187
Totale 1.886
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Nome #
Saint-Venant e l’Art de l’ingénieur. Un primo studio critico delle Leçons de mécanique appliquée (1837-1838) 273
Further remarks on the collapse of masonry arches with Coulomb friction 111
Collapse of masonry arches in Romanesque and Gothic constructions 108
The masonry arch between limit and elastic analysis. A critical re-examination of Durand-Claye's method 98
The statics of pointed masonry arches between ‘limit’ and ‘elastic’ analysis 89
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 72
On the equilibrium of plate-bande with joints that have neither friction nor cohesion 71
Edoardo Benvenuto: un uomo del Rinascimento nel XX secolo. Dialoghi intorno alla cultura umanistica e scientifica 44
Tra stereotomia, statica e cinematica: indagine teorico- sperimentale sull'equilibrio a scorrimento di archi tozzi a conci rigidi 41
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 40
Between geometry and mechanics: a re-examination of the principles of stereotomy from a statical point of view 39
Non linear elastic analysis of masonry flat arches: some explicit solutions 33
Analisi elastica non lineare e collasso di strutture ad arco in muratura 33
Edoardo Benvenuto Prize Collection of paper 31
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 31
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 30
Collapse of non-symmetric masonry arches with coulomb friction: Monasterio’s approach and equilibrium analysis 30
The Dome of the Temple of Diana in Baiae: Opus Caementicium, Geometry and Mechanics 30
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 29
Load-bearing capacity of circular, pointed and elliptical masonry arches 29
Una possibile rilettura del problema dell’arco tra geometria e meccanica 29
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 29
Some explicit solutions for Flat and Depressed Masonry Arches 29
On the equilibrium of the flat arch with joints that have neither friction nor cohesion 28
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model 27
Influence of the wall shape on the collapse of arch-wall systems 26
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 26
MULTISCIENTIFIC-BASED APPROACH TO DIAGNOSIS AND CHARACTERIZATION OF HISTORIC STONE-MASONRY WALLS: THE MAUSOLEUM OF AL-IMAM AL-SHAFI’I, CAIRO (EGYPT) 26
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 26
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 24
Un’interpretazione meccanica di criteri geometrici per il dimensionamento dei piedritti di un arco 23
SURVEY, EXPERIMENTAL TESTS AND MECHANICAL MODELING OF THE DOME OF PISA CATHEDRAL: A MULTIDISCIPLINARY STUDY 23
Repertori ragionati sui metodi di calcolo per le strutture ad arco in muratura 23
Load-bearing capacity of circular and elliptical masonry arches 23
Revisiting Monasterio's unpublished manuscript: a critical review of the collapse modes analysis of non-symmetric and symmetric masonry arches 22
Analysis of some historical sizing rules for arch-wall-piers systems 22
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 21
Static and kinematic approaches for collapse analysis of non-symmetric masonry arches with Coulomb’s friction 21
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 21
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 21
Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis 20
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 20
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 19
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 19
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 19
The pure sliding collapse mode of non-symmetric masonry arches: a critical review of Monasterio's contribution and an alternative formulation 17
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 17
A TRAPEZOIDAL PLAN SAIL VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE LIVORNO FORTEZZA VECCHIA: FROM HISTORICAL INVESTIGATIONS TO AN ANALYSIS OF ITS STRUCTURAL BEHAVIOUR 17
Some remarks on historical sizing rules for arch-wall-piers systems 16
Masonry Structures: Between Mechanics and Architecture 15
The Structural Rehabilitation and Retrofit of the Italian Social Housing Heritage 14
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 10
Totale 1.955
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Categoria #
all - tutte 10.208
article - articoli 3.065
book - libri 0
conference - conferenze 5.531
curatela - curatele 531
other - altro 454
patent - brevetti 0
selected - selezionate 0
volume - volumi 627
Totale 20.416
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020114 0 0 0 0 10 9 24 3 10 31 18 9
2020/202145 6 2 6 6 0 10 7 0 4 0 1 3
2021/2022476 1 148 1 16 1 2 33 123 5 52 10 84
2022/2023535 59 8 19 37 57 57 0 40 94 29 128 7
2023/2024366 8 28 2 37 17 7 6 193 12 1 6 49
2024/2025199 13 65 30 21 70 0 0 0 0 0 0 0
Totale 1.955