SAETTA, ANNA
 Distribuzione geografica
Continente #
NA - Nord America 13.422
EU - Europa 7.601
AS - Asia 6.805
AF - Africa 707
SA - Sud America 90
Continente sconosciuto - Info sul continente non disponibili 30
OC - Oceania 22
AN - Antartide 1
Totale 28.678
Nazione #
US - Stati Uniti d'America 13.038
CN - Cina 2.588
IT - Italia 2.089
HK - Hong Kong 1.992
SG - Singapore 1.692
UA - Ucraina 1.286
RU - Federazione Russa 1.100
DE - Germania 886
GB - Regno Unito 512
FI - Finlandia 470
SN - Senegal 396
CA - Canada 366
FR - Francia 319
CI - Costa d'Avorio 297
SE - Svezia 269
KR - Corea 207
IE - Irlanda 185
PL - Polonia 130
VN - Vietnam 119
BE - Belgio 97
TR - Turchia 68
BR - Brasile 53
CH - Svizzera 51
ES - Italia 50
NL - Olanda 50
IN - India 35
EU - Europa 28
GR - Grecia 28
JP - Giappone 25
IR - Iran 19
PE - Perù 18
CZ - Repubblica Ceca 13
MX - Messico 13
NZ - Nuova Zelanda 13
LT - Lituania 12
TW - Taiwan 11
AT - Austria 10
CL - Cile 10
IL - Israele 10
PT - Portogallo 9
ZA - Sudafrica 9
AU - Australia 8
EE - Estonia 8
EC - Ecuador 7
BD - Bangladesh 6
SI - Slovenia 6
AE - Emirati Arabi Uniti 5
AZ - Azerbaigian 4
PK - Pakistan 4
BY - Bielorussia 3
HR - Croazia 3
LB - Libano 3
RO - Romania 3
TH - Thailandia 3
UZ - Uzbekistan 3
VA - Santa Sede (Città del Vaticano) 3
CY - Cipro 2
DK - Danimarca 2
GT - Guatemala 2
LI - Liechtenstein 2
MA - Marocco 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AF - Afghanistan, Repubblica islamica di 1
AQ - Antartide 1
BA - Bosnia-Erzegovina 1
BG - Bulgaria 1
BN - Brunei Darussalam 1
BO - Bolivia 1
CO - Colombia 1
CR - Costa Rica 1
CW - ???statistics.table.value.countryCode.CW??? 1
DZ - Algeria 1
EG - Egitto 1
GE - Georgia 1
HU - Ungheria 1
ID - Indonesia 1
JM - Giamaica 1
JO - Giordania 1
KG - Kirghizistan 1
KH - Cambogia 1
KZ - Kazakistan 1
LU - Lussemburgo 1
LV - Lettonia 1
MU - Mauritius 1
PA - Panama 1
PW - Palau 1
SA - Arabia Saudita 1
Totale 28.678
Città #
Hong Kong 1.964
Fairfield 1.508
Ashburn 1.246
Chandler 1.224
Woodbridge 1.081
Houston 747
Ann Arbor 719
Jacksonville 670
Seattle 639
Wilmington 629
Singapore 621
Nanjing 519
Cambridge 512
Dakar 396
Lawrence 360
San Mateo 345
Dearborn 332
Toronto 321
Abidjan 297
Beijing 293
Munich 274
Hefei 228
Nanchang 225
Shanghai 205
Seoul 188
Dublin 184
Princeton 175
The Dalles 153
London 147
Helsinki 132
Padova 130
Shenyang 127
Düsseldorf 115
Milan 106
Tianjin 103
Venezia 102
Los Angeles 101
Boardman 94
Council Bluffs 94
Strasbourg 94
Dong Ket 93
Brooklyn 86
Kraków 86
Kunming 85
Hebei 84
Brussels 81
Redmond 80
Venice 78
Santa Clara 72
Chicago 71
Hangzhou 65
Moscow 64
Rome 64
Jiaxing 61
Philadelphia 55
San Diego 54
Dallas 53
Jinan 53
Ningbo 45
Guangzhou 43
Zhengzhou 43
Zurich 41
Changsha 39
Frankfurt am Main 37
Verona 36
Lanzhou 34
San Donà di Piave 33
São Paulo 33
Campalto 32
New York 30
Warsaw 30
Palermo 28
Bologna 27
Istanbul 27
Las Vegas 27
Naples 26
Trento 25
Turin 25
Norwalk 24
Taizhou 24
Miami 23
Santa Maria Di Sala 21
Tokyo 21
Assago 20
Changchun 20
San Francisco 20
Falkenstein 18
Florence 18
Atlanta 17
Bari 17
Saint Petersburg 17
Athens 15
Auburn Hills 15
Catania 15
Chiswick 15
Phoenix 15
Lima 14
Secaucus 14
Turku 14
Ankara 13
Totale 19.736
Nome #
La maison Dom-ino : un manifesto 548
Bond-Slip Modelling in Long Anchorage Condition 430
An orthotropic damage model for masonry structures 407
Numerical analysis of a synchronization phenomenon: Pedestrian–structure interaction 344
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 339
Il Calcolo agli Stati Limite Delle Strutture in Calcestruzzo Armato: Aspetti Teorici e Applicazioni Pratiche 287
Nonlinear F.E. analysis of Montreal Olympic Stadium roof under natural loading conditions 281
Structural risk assessment of corroding RC structures under seismic excitation 278
3D survey and 3D modelling for seismic vulnerability assessment of historical masonry buildings 276
Seismic isolation technique of marble sculptures at the Accademia Gallery in Florence : numerical calibration and simulation modelling 272
A coupled damage model for r.c. structures: proposal for a frost deterioration model and enhancement of mixed tension domain 268
Constitutive model of concrete damaged by freeze–thaw action for evaluation of structural performance of RC elements 263
2 - D Model for carbonation and moisture-heat flow in porous materials 261
Failure Mechanism of Masonry Prism Loaded in Axial Compression: Computational Aspects 260
2 - D Model for carbonation and moisture-heat flow in porous materials 259
Survey methods for seismic vulnerability assessment of historical masonry buildings 256
Damage model for the analysis of structural response of RC columns subjected to corrosion phenomena 247
Assessment of seismic vulnerability of art objects: The "Galleria dei Prigioni" sculptures at the Accademia Gallery in Florence 243
Seismic assessment of existing RC structures affected by degradation phenomena 242
Coupled axial-shear numerical model for CLT connections 236
Structural response of corroded RC beams: a comprehensive damage approach 235
Aeroelastic Forces and Dynamic Response of Long-Span Bridges 231
SENSITIVITY OF MECHANICAL MASONRY CHARACTERISTICS TO MODELING PROCEDURES 230
The carbonation of concrete and the mechanism of moisture, heat and carbon dioxide flow through porous materials 229
Global damage indexes for the seismic performance assessement of RC structures 229
Analyses of Masonry Vaults: A Macro Approach based on Three-Dimensional Damage Model 228
Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures - Part II practical applications 224
Angle bracket connections for CLT structures : experimental characterization and numerical modelling 222
Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings 220
Coupled shear-tension numerical model for modelling of CLT connections 216
Seismic response of corroded r.c. structures 208
Palazzo Ducale a Mantova : vulnerabilità sismica della torre nord est del castello di San Giorgio 207
Testing of the seismic isolation system for the bust of Francesco I d’Este in Modena, Italy 206
F.E. analysis of Montreal stadium roof under variable loading conditions 205
On the stability and instability regions of nonconservative continuous system under partially follower forces 205
A finite element analysis of three dimensional box-type structure interacting with soil 205
NUMERICAL MODELLING OF BOND BEHAVIOUR IN RC STRUCTURES AFFECTED BY REINFORCEMENT CORROSION 203
Seismic risk mitigation technique for art objects: experimental evaluation and numerical modelling of double concave curved surface sliders 201
Structural response of reinforcing bars affected by pitting corrosion: experimental evaluation 199
Survey, diagnostics, monitoring methodology and digital twin for the conservation of the facade of the church of Santa Maria di Nazareth in Venice 198
Il Tempietto di Maser di Andrea Palladio : dalla conoscenza alla definizione del modello interpretativo. 198
Shear behaviour of masonry panel: parametric FE analyses 196
Long anchorage bond–slip formulation for modeling of r.c. elements and joints 193
A scalar damage model with a shear retention factor for the analysis of reinforced concrete structures: theory and validation 193
Comportamento strutturale di elementi in c.a. del primo Novecento 193
Seismic improvement of slender masonry tower by using hysteretic devices and partial prestressing technique 192
Vulnerability assessment methods for rocking and overturning of free standing elements 188
Vulnerability assessment and seismic mitigation intervention for artistic assets : from theory to practice 187
A non-linear finite element formulation for shells of arbitrary geometry 185
Analysis of chloride diffusion into partially saturated concrete 178
Coupled Environmental-Mechanical Damage Model of RC Structures 176
Deterioration of Reinforced Concrete Structures due to Chemical-Physical Phenomena: Model-Based Simulation 174
Development of a Large Database of Italian Bridge Bearings: Preliminary Analysis of Collected Data and Typical Defects 173
Dynamic Behavior of a Tensegrity System Subjected to Follower Wind Loading 173
Vulnerabilità sismica e tecniche di mitigazione del rischio di beni artistici mobili 172
Deterioration of Reinforced Concrete Structures due to Chemical-Physical Phenomena: Model-Based Simulation 166
Non-Linear Dynamic Analysis of Cable-Suspended Structures Subjected to Wind Actions 164
Corrosion effects on the seismic response of existing rc frames designed according to different building codes 162
Finite element solution of the stability problem for nonlinear undamped and damped systems under nonconservative loading 161
Coupled damage model for RC elements assessment under environmental degradation 159
Seismic safety of valuable non-structural elements in RC buildings: Floor Response Spectrum approaches 159
Vulnerability Analysis of Built Cultural Heritage: A Multidisciplinary Approach for Studying the Palladio’s Tempietto Barbaro 158
Non linear dynamic response of long-span bridges 154
VENEZIA 2021 : indicatori condivisi per la costruzione del modello e del piano di monitoraggio e intervento : esiti di una ricerca interdisciplinare 152
Generazione artificiale dell'azione del vento: analisi comparativa degli algoritmi di simulazione nel dominio del tempo 146
Automatic Calibration of Constitutive Models in STKO Pre-Processor 143
Evaluation of three and two fields finite element method for the dynamic response of saturated porous media 143
Seismic response assessment and protection of statues and busts 142
Effetto delle velocità relative sull’analisi dinamica di una tensostruttura soggetta all’azione del vento 142
Analisi dinamica non lineare di sistemi strutturali leggeri sub-orizzontali soggetti all’azione del vento: lo stadio di La Plata 141
A probabilistic approach for the calculation of seismic risk in RC structures affected by degradation phenomena 140
VENEZIA, IL CAMPANILE DELLA CHIESA DI SANT’ANTONIN - Torri, campanili ed altre strutture a prevalente sviluppo verticale 140
Non linear analysis of reinforced concrete structures 140
The New Guidelines for the Safeguard of the Artistic Heritage 139
Meccanismi di collasso delle costruzioni storiche per azione sismica ed interventi compatibili di miglioramento mediante materiali compositi 138
A finite element formulation for shell of arbitrary geometry 138
A multidisciplinary approach for the vulnerability assessment of a Venetian historical palace: high water phenomena and climate changes effects 138
Il comportamento strutturale della copertura dello stadio olimpico di Montreal 137
Compatibilità, efficacia, sostenibilità come indicatori per l’intervento e la manutenzione tra tradizione e innovazione 133
An orthotropic damage model for non linear masonry walls analysis: irreversible strain and friction effects 133
Analisi delle strutture voltate in muratura soggette a degrado 132
Le coperture di grande luce e basso peso strutturale: il Montreal stadium e il La Plata stadium 132
A damage model for orthotropic quasi-brittle materials 131
Analisi aeroelastica di ponti nel tempo: i ponti a nastro teso 131
Unconditionally convergent partitioned solution procedure for coupled mechanical systems 131
L’applicazione della Direttiva del 12 ottobre 2007 per la valutazione e riduzione del rischio sismico 130
Aeroelastic analysis in time domain: the stress-ribbon bridge 130
Mathematical simulation of structural damage in historical buildings 129
L’AQUILA, SCUOLA ELEMENTARE DE AMICIS - Prime valutazioni di vulnerabilità sismica 128
Seismic Analysis of Reinforced Concrete Frames with a Scalar Damage Model 124
Computational models to evaluate flutter instability of cable suspension pipelines 124
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 124
Valutazione di vulnerabilità sismica a scala territoriale del patrimonio italiano in c.a. = Seismic vulnerability assessment at territorial scale of the Italian RC building stock 123
Comportamento non lineare per geometria dello Stadio Olimpico di Montreal 123
Structural analysis of frost damaged constructions by means of a coupled environmental-mechanical damage model 121
Damping effect on critical load for non conservative systems 120
Chemical and mechanical damage modelling for concrete structures 118
Silent boundary conditions for the wave propagation problems in saturated porous media 118
Rocking activation of free standing elements in real conditions: A safe experimentally-based acceleration limit 115
Assessment of the Applicability of DInSAR Techniques for Structural Monitoring of Cultural Heritage and Archaeological Sites 115
Totale 19.236
Categoria #
all - tutte 156.080
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 156.080


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20213.077 0 0 373 297 182 336 431 280 142 377 422 237
2021/20222.419 480 455 246 79 97 70 58 300 179 184 140 131
2022/20233.843 620 588 133 426 299 477 114 315 459 99 195 118
2023/20242.654 203 127 160 145 172 181 215 748 314 120 118 151
2024/20256.355 285 120 269 112 320 618 1.505 435 823 493 882 493
2025/20261.593 571 897 125 0 0 0 0 0 0 0 0 0
Totale 29.569