Air Iuav archivio istituzionale della ricerca

SAETTA, ANNA
 Distribuzione geografica
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Continente #
NA - Nord America 12.854
EU - Europa 7.206
AS - Asia 4.814
AF - Africa 703
SA - Sud America 67
Continente sconosciuto - Info sul continente non disponibili 29
OC - Oceania 18
Totale 25.691
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Nazione #
US - Stati Uniti d'America 12.502
CN - Cina 2.201
IT - Italia 1.984
HK - Hong Kong 1.430
UA - Ucraina 1.285
RU - Federazione Russa 1.095
SG - Singapore 906
DE - Germania 812
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
GR - Grecia 29
EU - Europa 28
IN - India 25
ES - Italia 23
KR - Corea 22
IR - Iran 19
PE - Perù 18
JP - Giappone 13
NZ - Nuova Zelanda 13
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
ZA - Sudafrica 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 25.691
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Città #
Fairfield 1.508
Hong Kong 1.407
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 312
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 56
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 17.868
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Nome #
La maison Dom-ino : un manifesto 530
Bond-Slip Modelling in Long Anchorage Condition 406
An orthotropic damage model for masonry structures 374
Numerical analysis of a synchronization phenomenon: Pedestrian–structure interaction 335
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 292
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
3D survey and 3D modelling for seismic vulnerability assessment of historical masonry buildings 252
Failure Mechanism of Masonry Prism Loaded in Axial Compression: Computational Aspects 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
2 - D Model for carbonation and moisture-heat flow in porous materials 240
2 - D Model for carbonation and moisture-heat flow in porous materials 240
Damage model for the analysis of structural response of RC columns subjected to corrosion phenomena 239
Survey methods for seismic vulnerability assessment of historical masonry buildings 235
Assessment of seismic vulnerability of art objects: The "Galleria dei Prigioni" sculptures at the Accademia Gallery in Florence 226
Structural response of corroded RC beams: a comprehensive damage approach 225
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 217
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 208
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 194
Angle bracket connections for CLT structures : experimental characterization and numerical modelling 194
Seismic risk mitigation technique for art objects: experimental evaluation and numerical modelling of double concave curved surface sliders 192
Structural response of reinforcing bars affected by pitting corrosion: experimental evaluation 191
Il Tempietto di Maser di Andrea Palladio : dalla conoscenza alla definizione del modello interpretativo. 187
Shear behaviour of masonry panel: parametric FE analyses 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
A scalar damage model with a shear retention factor for the analysis of reinforced concrete structures: theory and validation 178
Vulnerability assessment methods for rocking and overturning of free standing elements 178
Vulnerability assessment and seismic mitigation intervention for artistic assets : from theory to practice 173
Comportamento strutturale di elementi in c.a. del primo Novecento 172
Analysis of chloride diffusion into partially saturated concrete 171
A non-linear finite element formulation for shells of arbitrary geometry 170
Coupled Environmental-Mechanical Damage Model of RC Structures 167
Deterioration of Reinforced Concrete Structures due to Chemical-Physical Phenomena: Model-Based Simulation 167
Vulnerabilità sismica e tecniche di mitigazione del rischio di beni artistici mobili 162
Development of a Large Database of Italian Bridge Bearings: Preliminary Analysis of Collected Data and Typical Defects 157
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
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
Corrosion effects on the seismic response of existing rc frames designed according to different building codes 143
Non linear dynamic response of long-span bridges 142
Seismic safety of valuable non-structural elements in RC buildings: Floor Response Spectrum approaches 142
Coupled damage model for RC elements assessment under environmental degradation 137
Evaluation of three and two fields finite element method for the dynamic response of saturated porous media 136
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
A probabilistic approach for the calculation of seismic risk in RC structures affected by degradation phenomena 126
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
Unconditionally convergent partitioned solution procedure for coupled mechanical systems 124
Generazione artificiale dell'azione del vento: analisi comparativa degli algoritmi di simulazione nel dominio del tempo 123
Il comportamento strutturale della copertura dello stadio olimpico di Montreal 122
VENEZIA 2021 : indicatori condivisi per la costruzione del modello e del piano di monitoraggio e intervento : esiti di una ricerca interdisciplinare 122
Analisi aeroelastica di ponti nel tempo: i ponti a nastro teso 121
A finite element formulation for shell of arbitrary geometry 121
L’AQUILA, SCUOLA ELEMENTARE DE AMICIS - Prime valutazioni di vulnerabilità sismica 120
Analisi delle strutture voltate in muratura soggette a degrado 117
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
Aeroelastic analysis in time domain: the stress-ribbon bridge 114
Mathematical simulation of structural damage in historical buildings 114
A multidisciplinary approach for the vulnerability assessment of a Venetian historical palace: high water phenomena and climate changes effects 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
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
A damage model for orthotropic quasi-brittle materials 110
An orthotropic damage model for non linear masonry walls analysis: irreversible strain and friction effects 110
Structural analysis of frost damaged constructions by means of a coupled environmental-mechanical damage model 109
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 17.705
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Categoria #
all - tutte 136.821
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 136.821
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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
2024/20254.950 285 120 269 112 320 618 1.505 435 826 460 0 0
Totale 26.571