SAETTA, ANNA
 Distribuzione geografica
Continente #
NA - Nord America 12.309
EU - Europa 5.289
AS - Asia 2.928
AF - Africa 398
SA - Sud America 50
Continente sconosciuto - Info sul continente non disponibili 29
OC - Oceania 6
Totale 21.009
Nazione #
US - Stati Uniti d'America 11.981
CN - Cina 1.972
IT - Italia 1.620
UA - Ucraina 1.281
HK - Hong Kong 628
DE - Germania 548
GB - Regno Unito 464
SN - Senegal 396
FI - Finlandia 329
CA - Canada 326
SE - Svezia 264
FR - Francia 228
IE - Irlanda 182
SG - Singapore 111
PL - Polonia 100
VN - Vietnam 93
BE - Belgio 89
RU - Federazione Russa 61
TR - Turchia 49
CH - Svizzera 44
EU - Europa 28
BR - Brasile 20
IN - India 19
ES - Italia 18
GR - Grecia 18
IR - Iran 18
PE - Perù 18
KR - Corea 15
NL - Olanda 14
CZ - Repubblica Ceca 8
IL - Israele 8
CL - Cile 7
PT - Portogallo 7
SI - Slovenia 6
EC - Ecuador 5
JP - Giappone 5
AU - Australia 3
NZ - Nuova Zelanda 3
RO - Romania 3
TH - Thailandia 3
TW - Taiwan 3
VA - Santa Sede (Città del Vaticano) 3
LB - Libano 2
MX - Messico 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AF - Afghanistan, Repubblica islamica di 1
AT - Austria 1
BA - Bosnia-Erzegovina 1
BD - Bangladesh 1
DZ - Algeria 1
MU - Mauritius 1
Totale 21.009
Città #
Fairfield 1.508
Chandler 1.224
Ashburn 1.149
Woodbridge 1.081
Houston 747
Ann Arbor 719
Jacksonville 670
Seattle 635
Wilmington 629
Hong Kong 615
Nanjing 517
Cambridge 512
Dakar 396
Lawrence 360
San Mateo 345
Dearborn 332
Toronto 308
Nanchang 225
Dublin 181
Princeton 175
Beijing 166
London 132
Shenyang 127
Padova 116
Düsseldorf 115
Tianjin 102
Venezia 102
Strasbourg 94
Dong Ket 93
Boardman 91
Kraków 86
Kunming 85
Hebei 84
Redmond 80
Brussels 78
Milan 77
Singapore 69
Hangzhou 65
Brooklyn 64
Jiaxing 61
Chicago 57
Philadelphia 54
San Diego 54
Rome 53
Jinan 51
Los Angeles 49
Ningbo 45
Changsha 39
Zhengzhou 39
Zurich 39
Guangzhou 36
Lanzhou 34
Verona 29
Bologna 25
Helsinki 24
Norwalk 24
Taizhou 24
Istanbul 23
Las Vegas 23
Miami 21
Naples 21
Santa Maria Di Sala 21
Shanghai 21
Changchun 20
Palermo 20
Turin 20
São Paulo 19
Trento 19
Saint Petersburg 17
Venice 17
Auburn Hills 15
Chiswick 15
Lima 14
Bari 13
Catania 13
Kilburn 13
Kocaeli 13
Jesolo 12
Berlin 11
Islington 11
Mestre 11
Athens 10
Florence 10
Fuzhou 10
Vigonovo 10
Darmstadt 9
Delft 9
Grevenbroich 9
Warsaw 9
Liège 8
Moscow 8
Vicenza 8
Alagna Valsesia 7
Ardabil 7
Cagliari 7
Chieti 7
Haikou 7
Modena 7
San Martino Buon Albergo 7
Treviso 7
Totale 15.450
Nome #
La maison Dom-ino : un manifesto 505
Bond-Slip Modelling in Long Anchorage Condition 378
An orthotropic damage model for masonry structures 346
Numerical analysis of a synchronization phenomenon: Pedestrian–structure interaction 323
Structural risk assessment of corroding RC structures under seismic excitation 259
Il Calcolo agli Stati Limite Delle Strutture in Calcestruzzo Armato: Aspetti Teorici e Applicazioni Pratiche 258
Seismic isolation technique of marble sculptures at the Accademia Gallery in Florence : numerical calibration and simulation modelling 237
Nonlinear F.E. analysis of Montreal Olympic Stadium roof under natural loading conditions 237
Failure Mechanism of Masonry Prism Loaded in Axial Compression: Computational Aspects 234
Venezia 2021. Piano di adattamento al cambiamento climatico e implementazione di strategie di intervento per la salvaguardia del patrimonio architettonico e ambientale. Primi esiti di una ricerca interdisciplinare 232
Damage model for the analysis of structural response of RC columns subjected to corrosion phenomena 225
A coupled damage model for r.c. structures: proposal for a frost deterioration model and enhancement of mixed tension domain 222
Constitutive model of concrete damaged by freeze–thaw action for evaluation of structural performance of RC elements 221
3D survey and 3D modelling for seismic vulnerability assessment of historical masonry buildings 218
Structural response of corroded RC beams: a comprehensive damage approach 217
2 - D Model for carbonation and moisture-heat flow in porous materials 216
Survey methods for seismic vulnerability assessment of historical masonry buildings 214
SENSITIVITY OF MECHANICAL MASONRY CHARACTERISTICS TO MODELING PROCEDURES 210
2 - D Model for carbonation and moisture-heat flow in porous materials 209
The carbonation of concrete and the mechanism of moisture, heat and carbon dioxide flow through porous materials 208
Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures - Part II practical applications 203
Assessment of seismic vulnerability of art objects: The "Galleria dei Prigioni" sculptures at the Accademia Gallery in Florence 200
Seismic assessment of existing RC structures affected by degradation phenomena 198
Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings 197
Global damage indexes for the seismic performance assessement of RC structures 191
Aeroelastic Forces and Dynamic Response of Long-Span Bridges 190
NUMERICAL MODELLING OF BOND BEHAVIOUR IN RC STRUCTURES AFFECTED BY REINFORCEMENT CORROSION 186
Coupled axial-shear numerical model for CLT connections 186
On the stability and instability regions of nonconservative continuous system under partially follower forces 185
Analyses of Masonry Vaults: A Macro Approach based on Three-Dimensional Damage Model 183
Palazzo Ducale a Mantova : vulnerabilità sismica della torre nord est del castello di San Giorgio 180
Structural response of reinforcing bars affected by pitting corrosion: experimental evaluation 179
Testing of the seismic isolation system for the bust of Francesco I d’Este in Modena, Italy 177
Shear behaviour of masonry panel: parametric FE analyses 175
Seismic risk mitigation technique for art objects: experimental evaluation and numerical modelling of double concave curved surface sliders 175
Angle bracket connections for CLT structures : experimental characterization and numerical modelling 175
F.E. analysis of Montreal stadium roof under variable loading conditions 170
Seismic improvement of slender masonry tower by using hysteretic devices and partial prestressing technique 170
Long anchorage bond–slip formulation for modeling of r.c. elements and joints 167
A finite element analysis of three dimensional box-type structure interacting with soil 167
Vulnerability assessment methods for rocking and overturning of free standing elements 164
Seismic response of corroded r.c. structures 158
Il Tempietto di Maser di Andrea Palladio : dalla conoscenza alla definizione del modello interpretativo. 158
Vulnerability assessment and seismic mitigation intervention for artistic assets : from theory to practice 158
A scalar damage model with a shear retention factor for the analysis of reinforced concrete structures: theory and validation 156
Deterioration of Reinforced Concrete Structures due to Chemical-Physical Phenomena: Model-Based Simulation 154
Analysis of chloride diffusion into partially saturated concrete 154
Coupled Environmental-Mechanical Damage Model of RC Structures 151
Vulnerabilità sismica e tecniche di mitigazione del rischio di beni artistici mobili 147
Non-Linear Dynamic Analysis of Cable-Suspended Structures Subjected to Wind Actions 144
A non-linear finite element formulation for shells of arbitrary geometry 143
Deterioration of Reinforced Concrete Structures due to Chemical-Physical Phenomena: Model-Based Simulation 142
Comportamento strutturale di elementi in c.a. del primo Novecento 141
Dynamic Behavior of a Tensegrity System Subjected to Follower Wind Loading 136
Finite element solution of the stability problem for nonlinear undamped and damped systems under nonconservative loading 136
Non linear dynamic response of long-span bridges 132
Vulnerability Analysis of Built Cultural Heritage: A Multidisciplinary Approach for Studying the Palladio’s Tempietto Barbaro 124
Evaluation of three and two fields finite element method for the dynamic response of saturated porous media 121
Coupled damage model for RC elements assessment under environmental degradation 115
The New Guidelines for the Safeguard of the Artistic Heritage 114
VENEZIA, IL CAMPANILE DELLA CHIESA DI SANT’ANTONIN - Torri, campanili ed altre strutture a prevalente sviluppo verticale 110
Analisi aeroelastica di ponti nel tempo: i ponti a nastro teso 109
Analisi dinamica non lineare di sistemi strutturali leggeri sub-orizzontali soggetti all’azione del vento: lo stadio di La Plata 109
Effetto delle velocità relative sull’analisi dinamica di una tensostruttura soggetta all’azione del vento 108
Unconditionally convergent partitioned solution procedure for coupled mechanical systems 107
Non linear analysis of reinforced concrete structures 106
Corrosion effects on the seismic response of existing rc frames designed according to different building codes 106
Meccanismi di collasso delle costruzioni storiche per azione sismica ed interventi compatibili di miglioramento mediante materiali compositi 105
Seismic safety of valuable non-structural elements in RC buildings: Floor Response Spectrum approaches 105
Il comportamento strutturale della copertura dello stadio olimpico di Montreal 103
L’AQUILA, SCUOLA ELEMENTARE DE AMICIS - Prime valutazioni di vulnerabilità sismica 102
Seismic Analysis of Reinforced Concrete Frames with a Scalar Damage Model 101
Generazione artificiale dell'azione del vento: analisi comparativa degli algoritmi di simulazione nel dominio del tempo 100
A probabilistic approach for the calculation of seismic risk in RC structures affected by degradation phenomena 100
Silent boundary conditions for the wave propagation problems in saturated porous media 100
L’applicazione della Direttiva del 12 ottobre 2007 per la valutazione e riduzione del rischio sismico 97
Mathematical simulation of structural damage in historical buildings 97
Le coperture di grande luce e basso peso strutturale: il Montreal stadium e il La Plata stadium 97
Structural analysis of frost damaged constructions by means of a coupled environmental-mechanical damage model 95
Stress analysis of concrete structures subjected to time-variable thermal loads 95
Seismic Vulnerability Assessment of complex buildings/aggregated buildings in historical centers : first level methods = Valutazione di vulnerabilità sismica di edifici complessi/in aggregato : metodi di primo livello 95
Computational models to evaluate flutter instability of cable suspension pipelines 94
A finite element formulation for shell of arbitrary geometry 93
Comportamento non lineare per geometria dello Stadio Olimpico di Montreal 92
Analisi delle strutture voltate in muratura soggette a degrado 91
NON LINEAR STATIC ANALYSES OF RC FRAME STRUCTURES: INFLUENCE OF CORROSION ON SEISMIC RESPONSE 91
Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures - Part I theoretical formulation 88
Chemical and mechanical damage modelling for concrete structures 87
Aspetti computazionali della teoria del danno 87
Aeroelastic analysis in time domain: the stress-ribbon bridge 86
Damping effect on critical load for non conservative systems 86
A damage model for orthotropic quasi-brittle materials 85
An Orthotropic Fourth-Rank Damage Model for Masonry Structures 85
Valutazione del rischio sismico di beni mobili 85
Transient Analysis of Fluid - Structure Interaction Problems. Local effects 85
Numerical modeling of the corrosion effects on reinforced concrete beams 85
Effetti del vento sulle tensostrutture 85
Analisi dei fenomeni di diffusione di sostanze aggressive all'interno delle strutture di calcestruzzo armato 84
VENEZIA 2021 : indicatori condivisi per la costruzione del modello e del piano di monitoraggio e intervento : esiti di una ricerca interdisciplinare 84
Solution strategies for coupled consolidation analysis in porous media 83
Totale 15.474
Categoria #
all - tutte 99.231
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 99.231


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20204.776 549 169 351 1.198 170 614 359 391 271 337 202 165
2020/20213.670 294 299 373 297 182 336 431 280 142 377 422 237
2021/20222.419 480 455 246 79 97 70 58 300 179 184 140 131
2022/20233.835 620 588 133 426 299 477 112 312 456 99 195 118
2023/20242.601 194 124 159 140 168 176 212 738 310 119 113 148
2024/2025259 259 0 0 0 0 0 0 0 0 0 0 0
Totale 21.819