VITI, STEFANIA
 Distribuzione geografica
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Continente #
NA - Nord America 6.512
EU - Europa 4.032
AS - Asia 1.508
SA - Sud America 218
OC - Oceania 70
AF - Africa 47
Continente sconosciuto - Info sul continente non disponibili 1
Totale 12.388
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Nazione #
US - Stati Uniti d'America 6.487
RU - Federazione Russa 1.484
IT - Italia 688
HK - Hong Kong 484
SG - Singapore 466
IE - Irlanda 416
SE - Svezia 406
PL - Polonia 368
CN - Cina 253
BR - Brasile 199
CH - Svizzera 197
DE - Germania 143
FI - Finlandia 98
IN - India 94
UA - Ucraina 74
AU - Australia 69
TR - Turchia 53
JO - Giordania 52
GB - Regno Unito 50
ES - Italia 30
FR - Francia 27
CI - Costa d'Avorio 25
VN - Vietnam 21
NL - Olanda 16
CA - Canada 14
BD - Bangladesh 13
ID - Indonesia 12
IR - Iran 11
JP - Giappone 11
MX - Messico 7
MA - Marocco 6
AR - Argentina 5
BG - Bulgaria 5
SA - Arabia Saudita 5
AZ - Azerbaigian 4
BE - Belgio 4
GR - Grecia 4
HR - Croazia 4
IQ - Iraq 4
PH - Filippine 4
SC - Seychelles 4
AE - Emirati Arabi Uniti 3
BO - Bolivia 3
BY - Bielorussia 3
EC - Ecuador 3
EG - Egitto 3
TH - Thailandia 3
UZ - Uzbekistan 3
ZA - Sudafrica 3
AL - Albania 2
CY - Cipro 2
GE - Georgia 2
KE - Kenya 2
NO - Norvegia 2
NP - Nepal 2
PT - Portogallo 2
PY - Paraguay 2
RO - Romania 2
SM - San Marino 2
TN - Tunisia 2
UY - Uruguay 2
VE - Venezuela 2
BH - Bahrain 1
BN - Brunei Darussalam 1
CG - Congo 1
CO - Colombia 1
CR - Costa Rica 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
EU - Europa 1
HN - Honduras 1
HU - Ungheria 1
JM - Giamaica 1
KG - Kirghizistan 1
LA - Repubblica Popolare Democratica del Laos 1
LT - Lituania 1
LV - Lettonia 1
MU - Mauritius 1
NZ - Nuova Zelanda 1
PE - Perù 1
PK - Pakistan 1
TW - Taiwan 1
Totale 12.388
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Città #
Santa Clara 2.413
Fairfield 478
Dublin 412
Hong Kong 390
Chandler 381
Warsaw 361
Ashburn 278
Singapore 258
Woodbridge 225
Cambridge 198
Bern 196
Houston 194
Seattle 184
Florence 176
Wilmington 167
Princeton 132
Jacksonville 114
Ann Arbor 105
Altamura 95
Buffalo 90
Lawrence 90
Moscow 85
Boardman 78
Mumbai 74
Medford 72
Boston 65
Melbourne 61
Beijing 60
Rome 44
Munich 38
San Diego 38
Shanghai 38
Izmir 33
Hefei 29
Norwalk 29
Barcelona 27
Abidjan 25
Falls Church 25
Milan 24
New York 23
Los Angeles 19
Paris 18
Redwood City 16
Hillsboro 15
Yubileyny 15
Dong Ket 14
Prato 14
Jakarta 12
Kent 12
Toronto 12
Andover 10
Council Bluffs 10
Dhaka 10
Turku 10
Helsinki 9
São Paulo 9
Istanbul 8
Wollongong 8
Belo Horizonte 7
Collecchio 7
Milwaukee 7
Genoa 6
London 6
Tappahannock 6
Tokyo 6
Venice 6
Bengaluru 5
Brasília 5
Guangzhou 5
Hanoi 5
Laurel 5
Rio de Janeiro 5
Salerno 5
Scandicci 5
Baku 4
Brussels 4
Compiobbi 4
Jeddah 4
Lappeenranta 4
Livorno 4
Lucca 4
Old Bridge 4
Pescara 4
Philadelphia 4
Redmond 4
Rupnagar 4
Salvador 4
Searcy 4
The Dalles 4
West Jordan 4
Wuhan 4
Ankara 3
Athens 3
Atlanta 3
Auburn Hills 3
Baghdad 3
Baranzate 3
Bari 3
Bremen 3
Brooklyn 3
Totale 8.212
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Nome #
Un metodo numerico per il progetto di sezioni alte in acciaio secondo le NTC 2008 220
RESILIENZA E TERRITORIO 202
Alternative models of RC frames with partial-height infill panels 187
SEISMIC HAZARD OF URBAN AREAS: A CASE-STUDY 181
Seismic assessment of existing RC buildings under alternative ground motion ensembles compatible to EC8 and NTC 2008 174
Seismic Assessment of Artefacts: The Case of Juno’s Fountain of The National Museum of Bargello 170
Combined effects of axial load and concrete strength variation on the seismic performance of existing RC buildings 166
DYNAMIC IDENTIFICATION AND MODELLING OF A RC HOSPITAL BUILDING 160
Effects of Soil Characterization on the Seismic Input 159
RISCHIO SISMICO DI AREE URBANE COMPLESSE: PROGETTO SISMED 153
Effetto delle irregolarità nella risposta sismica di edifici esistenti in c.a. 151
Role of the new technologies on the artifacts seismic vulnerability the case of the Bartolomeo Ammannati's "Fontana di Sala Grande", National Museum of Bargello court- Florence 148
The Bartolomeo Ammannati’s Fountain: an artifact in progress 146
Valutazione del comportamento strutturale dell'acquedotto monumentale di Lucca, Tempietto di San Concordio 144
Effects of randomness in steel mechanical properties on rotational capacity of RC beams 142
Bartolomeo Ammannati's Fountain: Comparisons Between Different Numerical Models 138
Public Housing in Florence: Seismic Assessment of Masonry Buildings 137
Seismic assessment of an existing irregular RC building according to eurocode 8 methods 134
Effect of soil modeling on Site Response Analysis (SRA) 133
Sismic assessment of a real RC asymmetric hospital building according to NTC 2008 analysis methods 133
Torsional effects due to concrete strength variability in existing buildings 132
Concrete strength variability as a source of irregularity for existing RC structures 130
Effect of soil modeling on the seismic response of buildings 128
The effects of the seismic input on the seismic response of RC buildings 126
Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures. 125
Bidirectional analysis of a real RC building according to the Italian code provisions 122
Seismic performance sensitivity to concrete strength variability: A case-study 122
Aleatory variability and site effects: the problem of soil classification 122
Response Site Analyses of 3D Homogeneous Soil Models 120
The effect of common irregularities on the seismic performance of existing RC framed buildings 120
A simplified approach for the seismic assessment of hospital complex networks 119
The influence of axial load variation on the seismic performance of RC buildings 119
Code-compliant structural design for site specific works of art: a case-study 118
Assessments on the material properties of the Pietraforte stone of Florence (Italy) in conservation, restoration and construction 117
The effect of common irregularities on the seismic performance of existing RC framed buildings 115
Influence of infill panels on the seismic response of existing RC buildings: a case study 115
The concrete strength variability as source of irregularity for rc existing buildings 115
Florence: seismic assessment of not-historical masonry buildings population 115
Variability in concrete mechanical properties as a source of in-plan irregularity for existing RC framed structures 113
Vulnerabilità sismica delle costruzioni in muratura situate nelle località d’Umbria e Marche colpite dal terremoto del 26 settembre 1997 112
Influence of infill panels on the seismic response of existing RC buildings: A case study 112
The effects of the axial load variation on the seismic performance of existing RC buildings 112
Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures 111
Seismic assessment of an existing irregular RC building according to Eurocode 8 methods 110
On the variability of concrete strength as a source of irregularity in elevation for existing RC buildings: a case study 106
The concrete strength variability as source of irregularity for RC existing buildings 106
Retrofit of a hospital through strength reduction and enhanced damping 105
On the modelling of infilled frames through strut models 105
An assessment of Eurocode 8 provisions for second order effects in design of RC frames 105
Optimization of steel sections according to Eurocode 3 provisions 104
Developing a laboratory facility to assess friction coefficients of standing samples 103
Modelling and detail design 103
Assessment of the seismic resistant capacities of traditional masonry buildings and retrofitting interventions to reduce their vulnerability 102
Assessment of the Acceleration Floor Spectra Through Dynamic Identification: The Museum of Bargello in Florence 101
Damage risk assessment of historical asset using laser scan and finite element 101
Individuation of vulnerability sources for masonry buildings on the occasion of the September 26, 1997 Umbria-Marches (Italy) earthquake 101
The incidence of the type of modelling on the evaluation of ductility factors for RC beams and columns 101
Umbria-Marches earthquake of 26 september 1997: damage scenarios and vulnerability sources in the not-aseismic masonry buildings 99
A numerical procedure for optimal design of deep steel sections according to Eurocode 3 provisions 99
Formazione tecnica e creatività 99
The influence of P-delta effects on seismic response of RC framed structures 99
Valutazione degli effetti torsionali in edifici irregolari in c.a. 98
New predictive models to evaluate concrete compressive strength using the SonReb method 98
Dynamic Identification and Structural Behavior of an Irregular School Building 98
ARCO 2020: The first edition of The International Conference on Art Collections in Florence 97
Vulnerabilità sismica di strutture intelaiate in c.a. provviste di elementi tozzi 96
Fattori influenzanti gli effetti del II ordine sulla risposta sismica di telai in c.a. progettati secondo l’Eurocodice 8 95
Evaluation of second order effects on the seismic performance of RC framed structures: a fragility analysis 95
EVALUATION AND MODELLING OF THE STRUCTURAL BEHAVIOUR OF EXISTING BUILDINGS 92
DYNAMIC ANALYSIS OF ARTIFACTS: EXPERIMENTAL TESTS FOR THE VALIDATION OF NUMERICAL MODELS 91
VULNERABILITY OF ART WORKS TO BLAST HAZARD: THE FOUNTAIN OF NEPTUNE IN FLORENCE 91
L'influenza delle caratteristiche meccaniche dell'acciaio d'armatura sulla capacità rotazionale di elementi in c.a. 90
Influenza degli effetti del secondo ordine sulla risposta sismica di telai in c.a. 89
Retrofit of structures: strength reduction with damping enhancement 89
Rotational capacity of RC beam elements: effects of uncertainties in steel properties 89
Seismic performance of irregular 3D RC frames 89
THE ROLE OF STRUCTURAL MODELING ON THE SEISMIC ASSESSMENT OF EXISTING RC BUILDINGS ACCORDING TO EUROCODE 8 89
Effect of the Mechanical Properties of Concrete on the Seismic Assessment of RC Irregular Buildings 89
ANALISI DELLA VULNERABILITÀ SISMICA DI AREE URBANE ESPERIENZE DI INDAGINE 88
Evaluation of second order effects on the seismic response of vertically irregular RC framed structures 87
Prove integrative per la conoscenza in situ di opere in c.a. 87
Analisi del danneggiamento degli edifici umbro-marchigiani in muratura a seguito del sisma del 26/09/97: individuazione delle fonti di vulnerabilità 86
Seismic performance of steel concrete composite structures 85
THE İNFLUENCE OF THE AXİAL LOAD VARİATİON ON THE SEİSMİC CAPACİTY OF EXİSTİNG RC BUİLDİNGS 85
Effect of the variability in plan of concrete mechanical properties on the seismic response of existing RC framed structures 85
The majolica collection of the Museum of Bargello 85
The Giotto's Bell Tower at Firenze (Italy): foundation assessment 84
The seismic analysis of Cerere at the Museum of Bargello 84
Vulnerability Assessment of Art Collections: The National Archaeological Museum “Gaio Cilnio Mecenate” in Arezzo (Italy) 83
Functionality analysis of emergency departments: A case study 83
The influence of axial load variation on the seismic performance of in-plan irregular RC buildings 82
STRUMENTI DI GESTIONE DI AREE URBANE COMPLESSE: APPLICAZIONE AD UN CASO STUDIO 82
Seismic performance of RC multi-storey frames including p-delta effects 81
A probabilistic analysis of HPC beam rotational capacity 81
Seismic reliability of existing RC buildings with short columns 81
The concrete strength variability as source of irregularity in elevation of existing RC buildings 81
Steel-concrete composite frame seismic response: a fragility analysis 81
Influenza dell'interazione trave-solaio sull'assorbimento delle azioni sismiche nelle strutture intelaiate in c.a. 80
Seismic vulnerability of the residential buildings of Florence 80
Effetti del secondo ordine sulla risposta sismica di telai in c.a. progettati secondo l'Eurocodice 8 79
Totale 11.172
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Categoria #
all - tutte 35.863
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 35.863
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021842 60 44 53 87 32 106 28 65 86 164 64 53
2021/2022782 23 82 57 15 29 28 17 62 41 23 183 222
2022/20232.065 196 248 93 142 155 366 236 98 226 27 62 216
2023/2024699 29 86 117 51 29 67 33 147 12 44 45 39
2024/20255.708 193 534 390 778 1.761 1.064 70 298 233 91 153 143
2025/2026224 224 0 0 0 0 0 0 0 0 0 0 0
Totale 12.591