Air Iuav archivio istituzionale della ricerca

SAETTA, ANNA
 Distribuzione geografica
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Continente #
NA - Nord America 12.192
EU - Europa 5.170
AS - Asia 2.644
AF - Africa 397
Continente sconosciuto - Info sul continente non disponibili 29
SA - Sud America 28
OC - Oceania 3
Totale 20.463
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Nazione #
US - Stati Uniti d'America 11.867
CN - Cina 1.819
IT - Italia 1.539
UA - Ucraina 1.281
HK - Hong Kong 628
DE - Germania 540
GB - Regno Unito 462
SN - Senegal 396
FI - Finlandia 328
CA - Canada 325
SE - Svezia 264
FR - Francia 228
IE - Irlanda 182
PL - Polonia 100
VN - Vietnam 93
BE - Belgio 88
RU - Federazione Russa 48
CH - Svizzera 42
EU - Europa 28
TR - Turchia 23
IN - India 19
ES - Italia 18
GR - Grecia 18
PE - Perù 18
IR - Iran 17
KR - Corea 15
NL - Olanda 13
IL - Israele 8
CL - Cile 7
SG - Singapore 7
SI - Slovenia 6
JP - Giappone 5
PT - Portogallo 5
RO - Romania 3
TH - Thailandia 3
TW - Taiwan 3
VA - Santa Sede (Città del Vaticano) 3
AU - Australia 2
EC - Ecuador 2
LB - Libano 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AF - Afghanistan, Repubblica islamica di 1
BA - Bosnia-Erzegovina 1
BD - Bangladesh 1
BR - Brasile 1
CZ - Repubblica Ceca 1
DZ - Algeria 1
NZ - Nuova Zelanda 1
Totale 20.463
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Città #
Fairfield 1.508
Chandler 1.224
Ashburn 1.143
Woodbridge 1.081
Houston 747
Ann Arbor 719
Jacksonville 670
Seattle 635
Wilmington 629
Hong Kong 615
Nanjing 516
Cambridge 512
Dakar 396
Lawrence 360
San Mateo 345
Dearborn 332
Toronto 308
Nanchang 225
Dublin 181
Princeton 175
Beijing 165
London 132
Shenyang 127
Düsseldorf 115
Padova 114
Tianjin 102
Venezia 102
Strasbourg 94
Dong Ket 93
Kraków 86
Kunming 85
Hebei 84
Redmond 80
Brussels 78
Milan 73
Hangzhou 65
Brooklyn 64
Jiaxing 61
Chicago 57
Philadelphia 54
San Diego 54
Boardman 51
Jinan 51
Ningbo 45
Changsha 39
Zhengzhou 39
Zurich 38
Rome 37
Lanzhou 34
Los Angeles 32
Guangzhou 26
Verona 25
Helsinki 24
Norwalk 24
Taizhou 24
Bologna 23
Las Vegas 23
Santa Maria Di Sala 21
Changchun 20
Shanghai 20
Miami 19
Turin 19
Naples 18
Palermo 17
Saint Petersburg 17
Trento 17
Auburn Hills 15
Chiswick 15
Lima 14
Kilburn 13
Kocaeli 13
Venice 13
Bari 12
Jesolo 12
Berlin 11
Catania 11
Islington 11
Mestre 11
Athens 10
Florence 10
Fuzhou 10
Vigonovo 10
Darmstadt 9
Delft 9
Grevenbroich 9
Istanbul 9
Warsaw 9
Liège 8
Vicenza 8
Alagna Valsesia 7
Ardabil 7
Cagliari 7
Chieti 7
Haikou 7
Modena 7
Moscow 7
San Martino Buon Albergo 7
Albignasego 6
Barcelona 6
Central 6
Totale 15.235
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Nome #
La maison Dom-ino : un manifesto 466
Bond-Slip Modelling in Long Anchorage Condition 375
An orthotropic damage model for masonry structures 344
Numerical analysis of a synchronization phenomenon: Pedestrian–structure interaction 320
Structural risk assessment of corroding RC structures under seismic excitation 258
Il Calcolo agli Stati Limite Delle Strutture in Calcestruzzo Armato: Aspetti Teorici e Applicazioni Pratiche 256
Seismic isolation technique of marble sculptures at the Accademia Gallery in Florence : numerical calibration and simulation modelling 235
Nonlinear F.E. analysis of Montreal Olympic Stadium roof under natural loading conditions 234
Failure Mechanism of Masonry Prism Loaded in Axial Compression: Computational Aspects 233
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 223
Damage model for the analysis of structural response of RC columns subjected to corrosion phenomena 221
A coupled damage model for r.c. structures: proposal for a frost deterioration model and enhancement of mixed tension domain 218
Constitutive model of concrete damaged by freeze–thaw action for evaluation of structural performance of RC elements 217
Structural response of corroded RC beams: a comprehensive damage approach 216
2 - D Model for carbonation and moisture-heat flow in porous materials 215
3D survey and 3D modelling for seismic vulnerability assessment of historical masonry buildings 213
Survey methods for seismic vulnerability assessment of historical masonry buildings 211
SENSITIVITY OF MECHANICAL MASONRY CHARACTERISTICS TO MODELING PROCEDURES 208
The carbonation of concrete and the mechanism of moisture, heat and carbon dioxide flow through porous materials 206
2 - D Model for carbonation and moisture-heat flow in porous materials 206
Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures - Part II practical applications 201
Assessment of seismic vulnerability of art objects: The "Galleria dei Prigioni" sculptures at the Accademia Gallery in Florence 198
Seismic assessment of existing RC structures affected by degradation phenomena 196
Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings 195
Global damage indexes for the seismic performance assessement of RC structures 189
Aeroelastic Forces and Dynamic Response of Long-Span Bridges 187
NUMERICAL MODELLING OF BOND BEHAVIOUR IN RC STRUCTURES AFFECTED BY REINFORCEMENT CORROSION 185
On the stability and instability regions of nonconservative continuous system under partially follower forces 183
Coupled axial-shear numerical model for CLT connections 183
Analyses of Masonry Vaults: A Macro Approach based on Three-Dimensional Damage Model 182
Palazzo Ducale a Mantova : vulnerabilità sismica della torre nord est del castello di San Giorgio 179
Testing of the seismic isolation system for the bust of Francesco I d’Este in Modena, Italy 175
Structural response of reinforcing bars affected by pitting corrosion: experimental evaluation 175
Seismic risk mitigation technique for art objects: experimental evaluation and numerical modelling of double concave curved surface sliders 174
Shear behaviour of masonry panel: parametric FE analyses 173
Angle bracket connections for CLT structures : experimental characterization and numerical modelling 171
Seismic improvement of slender masonry tower by using hysteretic devices and partial prestressing technique 168
F.E. analysis of Montreal stadium roof under variable loading conditions 167
Long anchorage bond–slip formulation for modeling of r.c. elements and joints 165
A finite element analysis of three dimensional box-type structure interacting with soil 165
Vulnerability assessment methods for rocking and overturning of free standing elements 162
Seismic response of corroded r.c. structures 156
Il Tempietto di Maser di Andrea Palladio : dalla conoscenza alla definizione del modello interpretativo. 156
Vulnerability assessment and seismic mitigation intervention for artistic assets : from theory to practice 156
A scalar damage model with a shear retention factor for the analysis of reinforced concrete structures: theory and validation 153
Deterioration of Reinforced Concrete Structures due to Chemical-Physical Phenomena: Model-Based Simulation 152
Analysis of chloride diffusion into partially saturated concrete 152
Coupled Environmental-Mechanical Damage Model of RC Structures 150
Vulnerabilità sismica e tecniche di mitigazione del rischio di beni artistici mobili 144
Non-Linear Dynamic Analysis of Cable-Suspended Structures Subjected to Wind Actions 142
Deterioration of Reinforced Concrete Structures due to Chemical-Physical Phenomena: Model-Based Simulation 141
A non-linear finite element formulation for shells of arbitrary geometry 141
Finite element solution of the stability problem for nonlinear undamped and damped systems under nonconservative loading 135
Dynamic Behavior of a Tensegrity System Subjected to Follower Wind Loading 133
Non linear dynamic response of long-span bridges 132
Comportamento strutturale di elementi in c.a. del primo Novecento 132
Evaluation of three and two fields finite element method for the dynamic response of saturated porous media 120
Vulnerability Analysis of Built Cultural Heritage: A Multidisciplinary Approach for Studying the Palladio’s Tempietto Barbaro 120
The New Guidelines for the Safeguard of the Artistic Heritage 112
Coupled damage model for RC elements assessment under environmental degradation 110
Analisi aeroelastica di ponti nel tempo: i ponti a nastro teso 109
VENEZIA, IL CAMPANILE DELLA CHIESA DI SANT’ANTONIN - Torri, campanili ed altre strutture a prevalente sviluppo verticale 107
Effetto delle velocità relative sull’analisi dinamica di una tensostruttura soggetta all’azione del vento 106
Analisi dinamica non lineare di sistemi strutturali leggeri sub-orizzontali soggetti all’azione del vento: lo stadio di La Plata 105
Non linear analysis of reinforced concrete structures 105
Unconditionally convergent partitioned solution procedure for coupled mechanical systems 105
Seismic safety of valuable non-structural elements in RC buildings: Floor Response Spectrum approaches 104
Meccanismi di collasso delle costruzioni storiche per azione sismica ed interventi compatibili di miglioramento mediante materiali compositi 103
Corrosion effects on the seismic response of existing rc frames designed according to different building codes 101
Seismic Analysis of Reinforced Concrete Frames with a Scalar Damage Model 100
L’AQUILA, SCUOLA ELEMENTARE DE AMICIS - Prime valutazioni di vulnerabilità sismica 100
Il comportamento strutturale della copertura dello stadio olimpico di Montreal 100
A probabilistic approach for the calculation of seismic risk in RC structures affected by degradation phenomena 99
Silent boundary conditions for the wave propagation problems in saturated porous media 98
Generazione artificiale dell'azione del vento: analisi comparativa degli algoritmi di simulazione nel dominio del tempo 97
L’applicazione della Direttiva del 12 ottobre 2007 per la valutazione e riduzione del rischio sismico 94
Le coperture di grande luce e basso peso strutturale: il Montreal stadium e il La Plata stadium 94
Structural analysis of frost damaged constructions by means of a coupled environmental-mechanical damage model 94
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 94
Computational models to evaluate flutter instability of cable suspension pipelines 93
Stress analysis of concrete structures subjected to time-variable thermal loads 93
Mathematical simulation of structural damage in historical buildings 91
Comportamento non lineare per geometria dello Stadio Olimpico di Montreal 90
A finite element formulation for shell of arbitrary geometry 90
Analisi delle strutture voltate in muratura soggette a degrado 89
Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures - Part I theoretical formulation 87
Aspetti computazionali della teoria del danno 87
Damping effect on critical load for non conservative systems 86
Chemical and mechanical damage modelling for concrete structures 85
NON LINEAR STATIC ANALYSES OF RC FRAME STRUCTURES: INFLUENCE OF CORROSION ON SEISMIC RESPONSE 85
Aeroelastic analysis in time domain: the stress-ribbon bridge 85
An Orthotropic Fourth-Rank Damage Model for Masonry Structures 84
Numerical modeling of the corrosion effects on reinforced concrete beams 84
Effetti del vento sulle tensostrutture 84
Analisi dei fenomeni di diffusione di sostanze aggressive all'interno delle strutture di calcestruzzo armato 83
Transient Analysis of Fluid - Structure Interaction Problems. Local effects 83
A damage model for orthotropic quasi-brittle materials 82
Service life prediction of reinforced concrete structures subjected to carbonation process 81
Valutazione del rischio sismico di beni mobili 81
Analisi di sensibilità dei modelli di previsione del degrado delle strutture di calcestruzzo armato 81
Totale 15.204
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Categoria #
all - tutte 88.657
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 88.657
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019891 0 0 0 0 0 0 0 0 0 278 257 356
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
2023/20242.311 194 124 159 140 168 176 212 738 310 90 0 0
Totale 21.270