IRIS
AITA, DANILA
 Distribuzione geografica
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Continente #
EU - Europa 1.633
Totale 1.633
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Nazione #
IT - Italia 1.633
Totale 1.633
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Città #
Genova 807
Rapallo 426
Genoa 213
Bordighera 187
Totale 1.633
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Nome #
Saint-Venant e l’Art de l’ingénieur. Un primo studio critico delle Leçons de mécanique appliquée (1837-1838) 267
Further remarks on the collapse of masonry arches with Coulomb friction 106
Collapse of masonry arches in Romanesque and Gothic constructions 102
The masonry arch between limit and elastic analysis. A critical re-examination of Durand-Claye's method 93
The statics of pointed masonry arches between ‘limit’ and ‘elastic’ analysis 85
On the equilibrium of plate-bande with joints that have neither friction nor cohesion 68
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 65
Edoardo Benvenuto: un uomo del Rinascimento nel XX secolo. Dialoghi intorno alla cultura umanistica e scientifica 35
Between geometry and mechanics: a re-examination of the principles of stereotomy from a statical point of view 34
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 33
Non linear elastic analysis of masonry flat arches: some explicit solutions 30
Analisi elastica non lineare e collasso di strutture ad arco in muratura 29
Tra stereotomia, statica e cinematica: indagine teorico- sperimentale sull'equilibrio a scorrimento di archi tozzi a conci rigidi 29
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 28
Collapse of non-symmetric masonry arches with coulomb friction: Monasterio’s approach and equilibrium analysis 27
Una possibile rilettura del problema dell’arco tra geometria e meccanica 27
Some explicit solutions for Flat and Depressed Masonry Arches 26
The Dome of the Temple of Diana in Baiae: Opus Caementicium, Geometry and Mechanics 26
Load-bearing capacity of circular, pointed and elliptical masonry arches 25
Arch-piers systems subjected to vertical loads: a comprehensive review of rotational, sliding and mixed collapse modes 25
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 24
On the equilibrium of the flat arch with joints that have neither friction nor cohesion 24
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 24
Explicit solutions for depressed masonry arches loaded until collapse—Part I: a one-dimensional nonlinear elastic model 24
Influence of the wall shape on the collapse of arch-wall systems 23
MULTISCIENTIFIC-BASED APPROACH TO DIAGNOSIS AND CHARACTERIZATION OF HISTORIC STONE-MASONRY WALLS: THE MAUSOLEUM OF AL-IMAM AL-SHAFI’I, CAIRO (EGYPT) 21
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 20
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 20
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 20
Analysis of some historical sizing rules for arch-wall-piers systems 20
Un’interpretazione meccanica di criteri geometrici per il dimensionamento dei piedritti di un arco 19
Revisiting Monasterio's unpublished manuscript: a critical review of the collapse modes analysis of non-symmetric and symmetric masonry arches 19
SURVEY, EXPERIMENTAL TESTS AND MECHANICAL MODELING OF THE DOME OF PISA CATHEDRAL: A MULTIDISCIPLINARY STUDY 19
Load-bearing capacity of circular and elliptical masonry arches 19
Repertori ragionati sui metodi di calcolo per le strutture ad arco in muratura 18
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 18
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 18
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 16
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 16
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 16
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches 16
The pure sliding collapse mode of non-symmetric masonry arches: a critical review of Monasterio's contribution and an alternative formulation 15
Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis 15
Static and kinematic approaches for collapse analysis of non-symmetric masonry arches with Coulomb’s friction 15
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 14
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 13
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 12
Masonry Structures: Between Mechanics and Architecture 12
Some remarks on historical sizing rules for arch-wall-piers systems 11
The Structural Rehabilitation and Retrofit of the Italian Social Housing Heritage 10
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 7
Edoardo Benvenuto Prize Collection of paper 3
Totale 1.701
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Categoria #
all - tutte 8.116
article - articoli 2.549
book - libri 0
conference - conferenze 4.363
curatela - curatele 369
other - altro 341
patent - brevetti 0
selected - selezionate 0
volume - volumi 494
Totale 16.232
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/20194 0 0 0 0 0 0 0 0 0 0 4 0
2019/2020125 0 0 8 3 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
2023/2024311 8 28 2 37 17 7 6 193 12 1 0 0
Totale 1.701