CINECA IRIS Institutional Research Information System

DE FALCO, ANNA
 Distribuzione geografica
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Continente #
NA - Nord America 6.970
EU - Europa 4.425
AS - Asia 2.326
AF - Africa 283
SA - Sud America 54
OC - Oceania 20
Continente sconosciuto - Info sul continente non disponibili 1
Totale 14.079
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Nazione #
US - Stati Uniti d'America 6.745
IT - Italia 2.319
CN - Cina 1.120
SG - Singapore 511
SE - Svezia 503
BG - Bulgaria 345
DE - Germania 263
TR - Turchia 248
CA - Canada 217
UA - Ucraina 192
GB - Regno Unito 171
CI - Costa d'Avorio 164
HK - Hong Kong 154
RU - Federazione Russa 152
FI - Finlandia 124
VN - Vietnam 113
SN - Senegal 83
FR - Francia 81
CH - Svizzera 77
IE - Irlanda 45
IN - India 39
BE - Belgio 35
BR - Brasile 30
NL - Olanda 27
MY - Malesia 23
IR - Iran 22
ES - Italia 17
RO - Romania 14
JP - Giappone 13
AU - Australia 12
KR - Corea 12
PL - Polonia 11
AT - Austria 10
ID - Indonesia 10
BJ - Benin 9
PT - Portogallo 9
IL - Israele 8
NZ - Nuova Zelanda 8
AE - Emirati Arabi Uniti 7
EG - Egitto 7
OM - Oman 7
PH - Filippine 7
ZA - Sudafrica 7
IQ - Iraq 6
PE - Perù 6
EC - Ecuador 5
LT - Lituania 5
NG - Nigeria 5
TW - Taiwan 5
CO - Colombia 4
GR - Grecia 4
SA - Arabia Saudita 4
SI - Slovenia 4
VE - Venezuela 4
DK - Danimarca 3
JO - Giordania 3
MA - Marocco 3
MX - Messico 3
NO - Norvegia 3
CL - Cile 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
ET - Etiopia 2
KG - Kirghizistan 2
KZ - Kazakistan 2
MK - Macedonia 2
PA - Panama 2
QA - Qatar 2
TN - Tunisia 2
UZ - Uzbekistan 2
AL - Albania 1
AR - Argentina 1
AZ - Azerbaigian 1
BY - Bielorussia 1
CR - Costa Rica 1
EU - Europa 1
GE - Georgia 1
HR - Croazia 1
HU - Ungheria 1
LK - Sri Lanka 1
LU - Lussemburgo 1
LV - Lettonia 1
NE - Niger 1
PK - Pakistan 1
PY - Paraguay 1
SK - Slovacchia (Repubblica Slovacca) 1
SY - Repubblica araba siriana 1
TH - Thailandia 1
UY - Uruguay 1
Totale 14.079
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Città #
Santa Clara 753
Woodbridge 663
Ann Arbor 648
Chandler 588
Houston 421
Milan 383
Fairfield 361
Shanghai 346
Sofia 345
Beijing 258
Ashburn 248
Serra 243
Singapore 229
New York 220
Jacksonville 210
Boardman 197
Ottawa 190
Wilmington 176
Florence 166
Izmir 165
Abidjan 164
Seattle 151
Pisa 143
Rome 142
Princeton 139
Hong Kong 137
Lawrence 132
Cambridge 123
Nanjing 117
Menlo Park 103
Des Moines 89
Dakar 83
Medford 76
San Jose 75
Istanbul 69
Bern 66
Ogden 62
Boulder 49
Dong Ket 48
Nanchang 46
Redwood City 42
Lucca 39
Dearborn 38
Livorno 38
Los Angeles 35
Jüchen 34
Bremen 33
Brussels 33
Kunming 28
Hebei 26
Marseille 24
Council Bluffs 23
Shenyang 23
Genoa 22
San Diego 22
London 21
Falls Church 20
Renton 20
Helsinki 19
Changsha 18
Kuala Lumpur 18
Jiaxing 17
Quanzhou 17
Fuzhou 16
Nettuno 16
Torino 16
Bologna 15
Düsseldorf 15
Hefei 15
Messina 15
Naples 15
Norwalk 15
Pistoia 15
San Cesareo 15
Gaeta 13
Washington 13
Auburn Hills 12
Pune 12
Southend 12
Chengdu 11
Lancaster 11
Berlin 10
Follonica 10
Perugia 10
Rozzano 10
Tianjin 10
Campiglia Marittima 9
Cotonou 9
Frankfurt am Main 9
Indiana 9
Toronto 9
Abbiategrasso 8
Auckland 8
Guangzhou 8
Hangzhou 8
Pescara 8
Pontedera 8
Vienna 8
Changchun 7
Dublin 7
Totale 9.851
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Nome #
Reusing grain silos from the 1930s in Italy. A multi-criteria decision analysis for the case of Arezzo 306
A Stakeholder Analysis for the Adaptive Reuse Assessment of Architectural Heritage: Towards an Integrated Approach 271
Penetrometro PNT-G: concezione d’impiego e modalità d’uso 217
Volte di laterizio in folio: una tecnica di consolidamento 214
Ambient vibration recording on the Maddalena Bridge in Borgo a Mozzano (Italy): data analysis 192
IL CROLLO DELLE MURA URBANE DI PISTOIA: CAUSE E POSSIBILI INTERVENTI 166
An Innovative Low Cost Solution for Bamboo Trusses with High-Ductility Connections 164
A proposal for the consolidation of a r.c. social housing by means of external hybrid steel-glass frameworks 161
Collapse of the historic city walls of Pistoia (Italy): causes and possible interventions 155
Structural damage in the cities of Reggiolo and Carpi after the earthquake on May 2012 in Emilia Romagna 153
STRUCTURAL ANALYSIS OF THE DOME OF SAN CERBONE CATHEDRAL IN MASSA MARITTIMA (ITALY) 151
New tomographic techniques (micro-seismical and geoelectrical) for the non-destructive testing on masonry structures”- International symposium “Non-Destructive Testing in Civil Engineering (NDT-CE) 145
null 143
Structural Solutions for Low-Cost Bamboo Frames: Experimental Tests and Constructive Assessments 140
Bamboo trusses with low cost and high ductility joints 139
The role of urban configuration during disasters. A scenario-based methodology for the post-earthquake emergency management of Italian historic centres 139
NUMERICAL CALIBRATION OF A MACRO-ELEMENT FOR VAULTED SYSTEMS IN HISTORIC CHURCHES 136
Explicit solutions for the stability of no-tension beam-columns 135
Stability of Columns with no Tension Strength and Bounded Compressive Strength and Deformability - Part I: large eccentricity 134
Non destructive testing on masonry structures: a series of different methodologies applied on the cathedral of Lucca 134
La Villa Celestina di Vittorio Cafiero a Castiglioncello: dall’abbandono al recupero 133
Relazione tecnica “Il Ponte della Maddalena detto “del Diavolo” – Storia, sicurezza e conservazione” 133
No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads 131
deliverable D5.1 “Report on definition of parameters for assessment and of different levels of assessment” 130
Mazars’ damage model for masonry structures: a case study of a church in Italy 130
Structural analysis and consolidation strategy of the historic Mediceo Aqueduct in Pisa (Italy) 130
The application of geoelectrical tomographic techniques for the non-destructive testing on masonry structures 129
Temporary preventive seismic reinforcements on historic churches: numerical modeling of San Frediano in Pisa 127
null 127
Damage mechanisms in masonry buildings and peak ground acceleration during the 2009 earthquake in Abruzzo (Italy) 123
Measurement of the vibration response of the medieval Maddalena Bridge (Italy) 122
Model parameter estimation using Bayesian and deterministic approaches: the case study of the Maddalena Bridge 122
ONSITEFORMASONRY - deliverable D5.2 “Report on methodologies for optimal approach to structural and non-structural assessment and for different levels of application using NDT and MDT” 119
Geometric survey for the structural assessment of the architectural heritage: the dome of the baptistery of S. Giovanni e Reparata in Lucca 118
Territorial recognition of existing stream crossings to assess hydraulic and structural vulnerability 118
APPLICATIONS OF THE INFRARED THERMOGRAPHY TO THE ASSESSMENT OF HISTORIC BUILDINGS: A CASE STUDY IN PISA 117
Seismic consolidation of ’60s pilotis r.c. building for social housings with SCC-steel shear walls 116
Un’esperienza applicativa sull’uso del penetrometro PNT-G nelle costruzioni in muratura: prototipi di edificio in pietrame a due piani fuori terra per caratterizzazioni sismiche nel laboratorio Eucentre – Pavia 114
An innovative low cost solution for bamboo trusses with high-ductility connections 113
Specifiche e scheda tecnica di prova penetrometrica con PNT-G. Task 3b.3 - RELUIS1-UR13-UNIPI03-2008 110
Improved techniques of the micro-seismic tomography with S-waves for the non-destructive testing on masonry structures 109
Historic centre of San Pio delle Camere under 2009 Abruzzo earthquake (Italy): survey campaign and seismic vulnerability estimation 109
null 109
Un’esperienza applicativa sull’uso del penetrometro PNT-G nelle costruzioni in muratura: prototipi di edificio in pietrame a due piani fuori terra per caratterizzazioni sismiche nel laboratorio Eucentre – Pavia - task 3b.3 RELUIS1-UR13-UNIPI05-2008 108
Stability of no-tension beam-columns with bounded compressive strength 108
Geometric survey for the structural assessment of the architectural heritage: the case of the Baptistery of S. Giovanni e Reparata in Lucca 106
Idoneità del sito e verifiche geotecniche di fondazioni superficiali ai sensi dell'O.P.C.M. 3274 e 3431, Eurocodici e Norme Tecniche per le Costruzioni: un’applicazione illustrativa 106
Stress‒strain curves for masonry materials exposed to fire action 106
Modelling issues in the structural analysis of existing concrete gravity dams 106
URBAN GRID AND SEISMIC PREVENTION - A CONFIGURATIONAL APPROACH TO THE EMERGENCY MANAGEMENT OF ITALIAN HISTORIC CENTRES 106
Il dissesto di un transetto della cattedrale di Lucca, studio statico e progetto di presidio per il consolidamento 105
MACRO-ELEMENTS IDENTIFICATION ON HISTORIC CHAPELS: THE CASE OF ST. VENERIO CHAPEL IN REGGIOLO – EMILIA ROMAGNA 105
Stability of no-tension beam-columns with bounded compressive strength subjected to highly eccentric axial loads acting on its summit 104
Tecnica e cultura nel consolidamento degli edifici storici - L'esempio delle colonne monolitiche 104
null 104
A NOVEL FE MODEL FOR THE TOWER OF PISA 103
EXPERIENCES AND ANALYSIS ON MASONRY MATERIALS SUBJECTED TO HIGH-TEMPERATURES 103
HIGH TEMPERATURE INFLUENCE ON STRESS-STRAIN CURVES FOR MASONRY WALLS 103
Relazione tecnica “La chiesa di Santo Stefano Extra Moenia a Pisa” 100
Stabilità di pilastri murari sottoposti a carichi assiali e trasversali 99
Difetti costruttivi negli edifici 98
On site tests for the mechanical characterization of masonry walls with chaotic texture 98
Consolidamento sismico di un edificio in c.a. a pilotis anni’60 con setti in c.a. e colonne di presidio in acciaio 98
AN APPLICATION OF THE RCW SEISMIC DISSIPATOR ON MASONRY BUILDINGS: ON-SITE TESTING AND STRUCTURAL ANALYSIS 98
Uncertainty Quantification and reduction in the structural analysis of existing concrete gravity dams 96
SEISMIC ASSESSMENT OF THE HISTORICAL MIXED MASONRY-REINFORCED CONCRETE GOVERNMENT PALACE IN LA SPEZIA 94
Structural protection after landslide: a case study in Northern Italy 93
Model uncertainties in seismic analysis of existing masonry buildings: the Equivalent-Frame Model within the Structural Element Models approach 93
Concrete gravity dams model parameters updating using static measurements 92
Dynamic monitoring of cultural heritage assets: the bell tower of San Francesco church in Pisa (Italy) 91
Nonlinear Analyses of the Medieval “Ponte del Diavolo”, Borgo a Mozzano, Italy 90
A simplified methodology for risk analysis of historic centers: the World Heritage Site of San Gimignano, Italy 90
TECHNICAL REPORT ON MECHANICAL TESTS ON MASONRY: THE TWIN PANEL SHEAR COMPRESSION TEST (TPT) AND THE DIAGONAL COMPRESSION TEST 89
Dynamic assessment of axial load in tie-rods by means of acoustic measurements 89
Il campanile di San Francesco, un esempio di audacia statica del XIII secolo 88
Relazione tecnica “Studio per il restauro statico e conservativo del muro ovest del transetto del Duomo di Lucca” 87
Preliminary survey forthe rehabilitation and seismic protection works of the Middle Age Castle of Shawbak in the UNESCO area of Petra (Jordan) 87
Another Brick in the Wall: Improving the Assisted Semantic Segmentation of Masonry Walls 87
STUDIO DELLA CUPOLA DEL DUOMO DI MASSA MARITTIMA 86
Penetrometro PNT-G: concezione d’impiego e modalità d’uso – Task3b.3. RELUIS1 -UR13-UNIPI03-2006 85
Contenziosi giudiziari e difetti costruttivi negli edifici 85
LA CHIESA DI SANTA GEMMA A GORIANO SICOLI (AQ): INPUT SISMICO E MECCANISMI DI DANNO 84
Shedding light on the effect of uncertainties in the seismic fragility analysis of existing concrete dams 84
Damage mechanisms as seismic transducers in historic centres: the example of San Pio delle Camere after 2009 earthquake in Abruzzo (Italy) 83
“Relazione tecnica sull’esecuzione delle misure finalizzate al controllo degli strapiombi relativi alle strutture dell’arco di proscenio del teatro Goldoni di Livorno” 81
null 81
Modal identification of the San Francesco church in Pisa, Italy 81
Capitolo 9 – I ponti 80
null 80
Acoustic Fluid-Structure Interaction Modeling of Gravity Dams in the Frequency Domain 80
Bayesian updating of existing concrete gravity dams model parameters using static measurements 80
FE MODELS FOR THE EVALUATION OF HYDRODYNAMIC PRESSURE ON CONCRETE GRAVITY DAMS DURING EARTHQUAKES 77
Indagine storico–costruttiva e tecniche di consolidamento dell’acquedotto mediceo di Pisa 76
CONCRETE GRAVITY DAMS FE MODELS PARAMETERS UPDATING USING AMBIENT VIBRATIONS 76
Viadotti con impalcati in calcestruzzo semplice. L'innovazione che attinge dal passato 75
Simulation of concrete crack development in seismic assessment of existing gravity dam 75
Relazione tecnica “Il teatro Rossi a Pisa: studio statico e proposte di intervento” 73
TYPOLOGICAL CHARACTERIZATION OF ANCIENT TOWN WALLS FOR DISASTER PREVENTION AND MITIGATION: THE MO.M.U. PROJECT 73
Un’esperienza applicativa sull’uso del penetrometro PNT-G nelle costruzioni in muratura: l’edificio TREMA per caratterizzazioni sismiche nel laboratorio ENEA - Casaccia - task 3b.3-RELUIS1-UR13-UNIPI-04-2006 72
Il dissesto di un transetto della Cattedrale di Lucca: studio multidisciplinare, progetto di restauro e realizzazione di un sostegno attivo per la sua attuazione 72
Totale 11.357
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Categoria #
all - tutte 39.452
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 39.452
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020473 0 0 0 0 0 0 0 0 128 117 195 33
2020/20211.266 114 56 96 54 157 90 91 113 120 148 60 167
2021/20221.644 165 116 52 93 275 252 60 77 86 60 77 331
2022/20232.034 200 190 113 195 228 239 15 125 486 36 171 36
2023/20241.769 177 178 262 93 222 268 135 66 51 65 88 164
2024/20252.529 60 210 110 284 572 597 338 315 43 0 0 0
Totale 14.405