Air Iuav archivio istituzionale della ricerca

SAETTA, ANNA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 12.845
EU - Europa 7.195
AS - Asia 4.743
AF - Africa 700
SA - Sud America 67
Continente sconosciuto - Info sul continente non disponibili 29
OC - Oceania 17
Totale 25.596
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 12.493
CN - Cina 2.201
IT - Italia 1.982
HK - Hong Kong 1.423
UA - Ucraina 1.284
RU - Federazione Russa 1.095
SG - Singapore 842
DE - Germania 806
GB - Regno Unito 475
FI - Finlandia 453
SN - Senegal 396
CA - Canada 340
CI - Costa d'Avorio 299
SE - Svezia 264
FR - Francia 252
IE - Irlanda 185
PL - Polonia 103
VN - Vietnam 96
BE - Belgio 94
TR - Turchia 58
CH - Svizzera 48
NL - Olanda 41
BR - Brasile 31
EU - Europa 28
GR - Grecia 27
IN - India 25
ES - Italia 23
KR - Corea 22
IR - Iran 19
PE - Perù 18
JP - Giappone 13
NZ - Nuova Zelanda 12
CL - Cile 10
CZ - Repubblica Ceca 10
IL - Israele 10
PT - Portogallo 9
EE - Estonia 8
LT - Lituania 8
EC - Ecuador 7
MX - Messico 7
SI - Slovenia 6
AT - Austria 5
AU - Australia 5
TW - Taiwan 5
PK - Pakistan 4
AZ - Azerbaigian 3
BD - Bangladesh 3
BY - Bielorussia 3
RO - Romania 3
TH - Thailandia 3
UZ - Uzbekistan 3
VA - Santa Sede (Città del Vaticano) 3
AE - Emirati Arabi Uniti 2
CY - Cipro 2
DK - Danimarca 2
GT - Guatemala 2
HR - Croazia 2
LB - Libano 2
MA - Marocco 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AF - Afghanistan, Repubblica islamica di 1
BA - Bosnia-Erzegovina 1
BG - Bulgaria 1
CO - Colombia 1
CR - Costa Rica 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
LU - Lussemburgo 1
MU - Mauritius 1
PA - Panama 1
SA - Arabia Saudita 1
Totale 25.596
Salva come PNG Salva come JPEG
Città #
Fairfield 1.508
Hong Kong 1.401
Chandler 1.224
Ashburn 1.199
Woodbridge 1.081
Houston 747
Ann Arbor 719
Jacksonville 670
Seattle 635
Wilmington 629
Nanjing 519
Cambridge 512
Dakar 396
Lawrence 360
San Mateo 345
Dearborn 332
Toronto 315
Singapore 307
Abidjan 299
Munich 226
Nanchang 225
Shanghai 203
Dublin 184
Princeton 175
Beijing 169
The Dalles 152
London 140
Helsinki 132
Padova 130
Shenyang 127
Düsseldorf 115
Tianjin 102
Venezia 102
Milan 95
Boardman 94
Strasbourg 94
Dong Ket 93
Kraków 86
Kunming 85
Hebei 84
Brussels 81
Redmond 80
Los Angeles 74
Hangzhou 65
Brooklyn 64
Moscow 63
Jiaxing 61
Rome 61
Chicago 58
Venice 55
Philadelphia 54
San Diego 54
Jinan 53
Santa Clara 50
Ningbo 45
Zhengzhou 42
Zurich 41
Changsha 39
Guangzhou 39
Verona 36
Lanzhou 34
San Donà di Piave 33
Campalto 32
Palermo 28
Bologna 27
Las Vegas 26
Norwalk 24
Taizhou 24
Istanbul 23
Trento 23
Turin 23
Miami 22
Naples 22
São Paulo 22
Santa Maria Di Sala 21
Assago 20
Changchun 20
Falkenstein 18
Bari 17
Saint Petersburg 17
Athens 16
Auburn Hills 15
Catania 15
Chiswick 15
Council Bluffs 14
Florence 14
Lima 14
Frankfurt am Main 13
Kilburn 13
Kocaeli 13
Atlanta 12
Jesolo 12
Treviso 12
Berlin 11
Delft 11
Islington 11
Mestre 11
Preganziol 11
Vicenza 11
Fuzhou 10
Totale 17.856
Salva come PNG Salva come JPEG
Nome #
La maison Dom-ino : un manifesto 530
Bond-Slip Modelling in Long Anchorage Condition 404
An orthotropic damage model for masonry structures 369
Numerical analysis of a synchronization phenomenon: Pedestrian–structure interaction 334
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 290
Il Calcolo agli Stati Limite Delle Strutture in Calcestruzzo Armato: Aspetti Teorici e Applicazioni Pratiche 276
Structural risk assessment of corroding RC structures under seismic excitation 269
Nonlinear F.E. analysis of Montreal Olympic Stadium roof under natural loading conditions 263
Seismic isolation technique of marble sculptures at the Accademia Gallery in Florence : numerical calibration and simulation modelling 257
Failure Mechanism of Masonry Prism Loaded in Axial Compression: Computational Aspects 250
3D survey and 3D modelling for seismic vulnerability assessment of historical masonry buildings 250
A coupled damage model for r.c. structures: proposal for a frost deterioration model and enhancement of mixed tension domain 244
Constitutive model of concrete damaged by freeze–thaw action for evaluation of structural performance of RC elements 241
Damage model for the analysis of structural response of RC columns subjected to corrosion phenomena 239
2 - D Model for carbonation and moisture-heat flow in porous materials 238
2 - D Model for carbonation and moisture-heat flow in porous materials 237
Survey methods for seismic vulnerability assessment of historical masonry buildings 235
Structural response of corroded RC beams: a comprehensive damage approach 225
Assessment of seismic vulnerability of art objects: The "Galleria dei Prigioni" sculptures at the Accademia Gallery in Florence 223
The carbonation of concrete and the mechanism of moisture, heat and carbon dioxide flow through porous materials 221
Seismic assessment of existing RC structures affected by degradation phenomena 221
SENSITIVITY OF MECHANICAL MASONRY CHARACTERISTICS TO MODELING PROCEDURES 220
Aeroelastic Forces and Dynamic Response of Long-Span Bridges 215
Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures - Part II practical applications 215
Global damage indexes for the seismic performance assessement of RC structures 214
Analyses of Masonry Vaults: A Macro Approach based on Three-Dimensional Damage Model 212
Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings 210
Coupled axial-shear numerical model for CLT connections 207
Coupled shear-tension numerical model for modelling of CLT connections 203
Palazzo Ducale a Mantova : vulnerabilità sismica della torre nord est del castello di San Giorgio 201
On the stability and instability regions of nonconservative continuous system under partially follower forces 197
Testing of the seismic isolation system for the bust of Francesco I d’Este in Modena, Italy 196
NUMERICAL MODELLING OF BOND BEHAVIOUR IN RC STRUCTURES AFFECTED BY REINFORCEMENT CORROSION 195
A finite element analysis of three dimensional box-type structure interacting with soil 193
Seismic risk mitigation technique for art objects: experimental evaluation and numerical modelling of double concave curved surface sliders 192
Angle bracket connections for CLT structures : experimental characterization and numerical modelling 191
Structural response of reinforcing bars affected by pitting corrosion: experimental evaluation 190
Shear behaviour of masonry panel: parametric FE analyses 186
Il Tempietto di Maser di Andrea Palladio : dalla conoscenza alla definizione del modello interpretativo. 186
F.E. analysis of Montreal stadium roof under variable loading conditions 185
Survey, diagnostics, monitoring methodology and digital twin for the conservation of the facade of the church of Santa Maria di Nazareth in Venice 184
Seismic improvement of slender masonry tower by using hysteretic devices and partial prestressing technique 183
Long anchorage bond–slip formulation for modeling of r.c. elements and joints 182
Seismic response of corroded r.c. structures 179
Vulnerability assessment methods for rocking and overturning of free standing elements 178
A scalar damage model with a shear retention factor for the analysis of reinforced concrete structures: theory and validation 177
Comportamento strutturale di elementi in c.a. del primo Novecento 172
Vulnerability assessment and seismic mitigation intervention for artistic assets : from theory to practice 172
Analysis of chloride diffusion into partially saturated concrete 171
Coupled Environmental-Mechanical Damage Model of RC Structures 167
Deterioration of Reinforced Concrete Structures due to Chemical-Physical Phenomena: Model-Based Simulation 167
A non-linear finite element formulation for shells of arbitrary geometry 166
Vulnerabilità sismica e tecniche di mitigazione del rischio di beni artistici mobili 162
Non-Linear Dynamic Analysis of Cable-Suspended Structures Subjected to Wind Actions 157
Deterioration of Reinforced Concrete Structures due to Chemical-Physical Phenomena: Model-Based Simulation 156
Development of a Large Database of Italian Bridge Bearings: Preliminary Analysis of Collected Data and Typical Defects 155
Dynamic Behavior of a Tensegrity System Subjected to Follower Wind Loading 155
Finite element solution of the stability problem for nonlinear undamped and damped systems under nonconservative loading 152
Vulnerability Analysis of Built Cultural Heritage: A Multidisciplinary Approach for Studying the Palladio’s Tempietto Barbaro 144
Non linear dynamic response of long-span bridges 142
Seismic safety of valuable non-structural elements in RC buildings: Floor Response Spectrum approaches 142
Corrosion effects on the seismic response of existing rc frames designed according to different building codes 140
Evaluation of three and two fields finite element method for the dynamic response of saturated porous media 136
Coupled damage model for RC elements assessment under environmental degradation 135
The New Guidelines for the Safeguard of the Artistic Heritage 129
VENEZIA, IL CAMPANILE DELLA CHIESA DI SANT’ANTONIN - Torri, campanili ed altre strutture a prevalente sviluppo verticale 127
Analisi dinamica non lineare di sistemi strutturali leggeri sub-orizzontali soggetti all’azione del vento: lo stadio di La Plata 126
Non linear analysis of reinforced concrete structures 125
Effetto delle velocità relative sull’analisi dinamica di una tensostruttura soggetta all’azione del vento 125
Meccanismi di collasso delle costruzioni storiche per azione sismica ed interventi compatibili di miglioramento mediante materiali compositi 124
Generazione artificiale dell'azione del vento: analisi comparativa degli algoritmi di simulazione nel dominio del tempo 123
A probabilistic approach for the calculation of seismic risk in RC structures affected by degradation phenomena 123
Unconditionally convergent partitioned solution procedure for coupled mechanical systems 123
Il comportamento strutturale della copertura dello stadio olimpico di Montreal 122
Analisi aeroelastica di ponti nel tempo: i ponti a nastro teso 121
VENEZIA 2021 : indicatori condivisi per la costruzione del modello e del piano di monitoraggio e intervento : esiti di una ricerca interdisciplinare 121
L’AQUILA, SCUOLA ELEMENTARE DE AMICIS - Prime valutazioni di vulnerabilità sismica 120
A finite element formulation for shell of arbitrary geometry 117
Analisi delle strutture voltate in muratura soggette a degrado 116
Le coperture di grande luce e basso peso strutturale: il Montreal stadium e il La Plata stadium 116
Seismic Analysis of Reinforced Concrete Frames with a Scalar Damage Model 115
Mathematical simulation of structural damage in historical buildings 114
Automatic Calibration of Constitutive Models in STKO Pre-Processor 113
L’applicazione della Direttiva del 12 ottobre 2007 per la valutazione e riduzione del rischio sismico 113
Aeroelastic analysis in time domain: the stress-ribbon bridge 113
Silent boundary conditions for the wave propagation problems in saturated porous media 112
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 112
Damping effect on critical load for non conservative systems 111
Computational models to evaluate flutter instability of cable suspension pipelines 111
Seismic response assessment and protection of statues and busts 110
Structural analysis of frost damaged constructions by means of a coupled environmental-mechanical damage model 109
A damage model for orthotropic quasi-brittle materials 108
A multidisciplinary approach for the vulnerability assessment of a Venetian historical palace: high water phenomena and climate changes effects 108
An orthotropic damage model for non linear masonry walls analysis: irreversible strain and friction effects 107
Comportamento non lineare per geometria dello Stadio Olimpico di Montreal 106
Chemical and mechanical damage modelling for concrete structures 105
NON LINEAR STATIC ANALYSES OF RC FRAME STRUCTURES: INFLUENCE OF CORROSION ON SEISMIC RESPONSE 105
Aspetti computazionali della teoria del danno 105
Stress analysis of concrete structures subjected to time-variable thermal loads 105
Rocking activation of free standing elements in real conditions: A safe experimentally-based acceleration limit 103
Totale 17.641
Salva come PNG Salva come JPEG
Categoria #
all - tutte 135.875
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 135.875
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020704 0 0 0 0 0 0 0 0 0 337 202 165
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
2022/20233.843 620 588 133 426 299 477 114 315 459 99 195 118
2023/20242.654 203 127 160 145 172 181 215 748 314 120 118 151
2024/20254.855 285 120 269 112 320 618 1.505 435 826 365 0 0
Totale 26.476