CINECA IRIS Institutional Research Information System

DE FALCO, ANNA
 Distribuzione geografica
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Continente #
NA - Nord America 5.870
EU - Europa 4.042
AS - Asia 1.377
AF - Africa 272
SA - Sud America 27
OC - Oceania 19
Continente sconosciuto - Info sul continente non disponibili 1
Totale 11.608
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Nazione #
US - Stati Uniti d'America 5.665
IT - Italia 2.159
CN - Cina 646
SE - Svezia 502
BG - Bulgaria 344
SG - Singapore 251
DE - Germania 238
CA - Canada 201
UA - Ucraina 191
TR - Turchia 186
CI - Costa d'Avorio 164
GB - Regno Unito 152
VN - Vietnam 110
FI - Finlandia 108
SN - Senegal 83
CH - Svizzera 75
FR - Francia 74
RU - Federazione Russa 47
HK - Hong Kong 41
IE - Irlanda 40
IN - India 33
BE - Belgio 30
IR - Iran 22
MY - Malesia 21
ES - Italia 17
NL - Olanda 13
RO - Romania 13
BR - Brasile 12
AU - Australia 11
JP - Giappone 10
KR - Corea 10
PL - Polonia 9
AT - Austria 8
IL - Israele 8
NZ - Nuova Zelanda 8
AE - Emirati Arabi Uniti 7
EG - Egitto 7
ZA - Sudafrica 7
IQ - Iraq 6
OM - Oman 6
PT - Portogallo 6
TW - Taiwan 5
EC - Ecuador 4
NG - Nigeria 4
SA - Arabia Saudita 4
SI - Slovenia 4
CO - Colombia 3
JO - Giordania 3
NO - Norvegia 3
PE - Perù 3
ET - Etiopia 2
GR - Grecia 2
MA - Marocco 2
PA - Panama 2
PH - Filippine 2
TN - Tunisia 2
UZ - Uzbekistan 2
VE - Venezuela 2
AR - Argentina 1
BY - Bielorussia 1
CR - Costa Rica 1
CZ - Repubblica Ceca 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EU - Europa 1
HU - Ungheria 1
LU - Lussemburgo 1
LV - Lettonia 1
NE - Niger 1
PK - Pakistan 1
PY - Paraguay 1
QA - Qatar 1
SK - Slovacchia (Repubblica Slovacca) 1
SY - Repubblica araba siriana 1
TH - Thailandia 1
UY - Uruguay 1
Totale 11.608
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Città #
Woodbridge 663
Ann Arbor 648
Chandler 588
Houston 421
Milan 366
Fairfield 361
Sofia 344
Beijing 253
Serra 243
New York 219
Jacksonville 210
Ottawa 188
Ashburn 184
Wilmington 176
Izmir 165
Abidjan 164
Seattle 148
Princeton 139
Rome 136
Florence 135
Lawrence 132
Cambridge 123
Nanjing 116
Pisa 110
Menlo Park 103
Des Moines 89
Dakar 83
Medford 76
San Jose 75
Bern 66
Singapore 64
Ogden 62
Boulder 49
Dong Ket 48
Nanchang 46
Redwood City 42
Boardman 41
Dearborn 38
Jüchen 34
Bremen 33
Los Angeles 31
Hong Kong 30
Livorno 30
Brussels 28
Lucca 28
Hebei 26
Kunming 26
Marseille 24
Shenyang 23
San Diego 22
Falls Church 20
Renton 20
Genoa 19
Kuala Lumpur 18
Changsha 17
Nettuno 16
Shanghai 16
Torino 16
Bologna 15
Düsseldorf 15
Hefei 15
Jiaxing 15
Messina 15
Norwalk 15
San Cesareo 15
Gaeta 13
Pistoia 13
Washington 13
Auburn Hills 12
London 12
Pune 12
Southend 12
Lancaster 11
Follonica 10
Perugia 10
Rozzano 10
Tianjin 10
Campiglia Marittima 9
Chengdu 9
Indiana 9
Abbiategrasso 8
Auckland 8
Hangzhou 8
Istanbul 8
Naples 8
Pescara 8
Pontedera 8
Lacchiarella 7
San Giovanni Valdarno 7
Caserta 6
Changchun 6
Jinan 6
Napoli 6
Sevilla 6
Vienna 6
Berlin 5
Bolzano 5
Carrara 5
Central 5
Guidonia 5
Totale 7.992
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Nome #
Reusing grain silos from the 1930s in Italy. A multi-criteria decision analysis for the case of Arezzo 281
A Stakeholder Analysis for the Adaptive Reuse Assessment of Architectural Heritage: Towards an Integrated Approach 243
Penetrometro PNT-G: concezione d’impiego e modalità d’uso 204
Volte di laterizio in folio: una tecnica di consolidamento 197
Ambient vibration recording on the Maddalena Bridge in Borgo a Mozzano (Italy): data analysis 167
A proposal for the consolidation of a r.c. social housing by means of external hybrid steel-glass frameworks 148
An Innovative Low Cost Solution for Bamboo Trusses with High-Ductility Connections 147
null 143
IL CROLLO DELLE MURA URBANE DI PISTOIA: CAUSE E POSSIBILI INTERVENTI 143
Collapse of the historic city walls of Pistoia (Italy): causes and possible interventions 139
STRUCTURAL ANALYSIS OF THE DOME OF SAN CERBONE CATHEDRAL IN MASSA MARITTIMA (ITALY) 138
Structural damage in the cities of Reggiolo and Carpi after the earthquake on May 2012 in Emilia Romagna 136
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) 127
null 127
Bamboo trusses with low cost and high ductility joints 124
Explicit solutions for the stability of no-tension beam-columns 123
Non destructive testing on masonry structures: a series of different methodologies applied on the cathedral of Lucca 120
NUMERICAL CALIBRATION OF A MACRO-ELEMENT FOR VAULTED SYSTEMS IN HISTORIC CHURCHES 120
Structural Solutions for Low-Cost Bamboo Frames: Experimental Tests and Constructive Assessments 120
Stability of Columns with no Tension Strength and Bounded Compressive Strength and Deformability - Part I: large eccentricity 119
La Villa Celestina di Vittorio Cafiero a Castiglioncello: dall’abbandono al recupero 119
Relazione tecnica “Il Ponte della Maddalena detto “del Diavolo” – Storia, sicurezza e conservazione” 119
deliverable D5.1 “Report on definition of parameters for assessment and of different levels of assessment” 118
No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads 116
Structural analysis and consolidation strategy of the historic Mediceo Aqueduct in Pisa (Italy) 116
Temporary preventive seismic reinforcements on historic churches: numerical modeling of San Frediano in Pisa 115
The application of geoelectrical tomographic techniques for the non-destructive testing on masonry structures 114
null 109
The role of urban configuration during disasters. A scenario-based methodology for the post-earthquake emergency management of Italian historic centres 109
Mazars’ damage model for masonry structures: a case study of a church in Italy 108
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” 107
Territorial recognition of existing stream crossings to assess hydraulic and structural vulnerability 106
Measurement of the vibration response of the medieval Maddalena Bridge (Italy) 105
null 104
Seismic consolidation of ’60s pilotis r.c. building for social housings with SCC-steel shear walls 103
APPLICATIONS OF THE INFRARED THERMOGRAPHY TO THE ASSESSMENT OF HISTORIC BUILDINGS: A CASE STUDY IN PISA 103
Geometric survey for the structural assessment of the architectural heritage: the dome of the baptistery of S. Giovanni e Reparata in Lucca 102
Damage mechanisms in masonry buildings and peak ground acceleration during the 2009 earthquake in Abruzzo (Italy) 102
Model parameter estimation using Bayesian and deterministic approaches: the case study of the Maddalena Bridge 101
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 99
An innovative low cost solution for bamboo trusses with high-ductility connections 97
Specifiche e scheda tecnica di prova penetrometrica con PNT-G. Task 3b.3 - RELUIS1-UR13-UNIPI03-2008 96
Stability of no-tension beam-columns with bounded compressive strength 94
Improved techniques of the micro-seismic tomography with S-waves for the non-destructive testing on masonry structures 93
Geometric survey for the structural assessment of the architectural heritage: the case of the Baptistery of S. Giovanni e Reparata in Lucca 93
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 93
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 93
Historic centre of San Pio delle Camere under 2009 Abruzzo earthquake (Italy): survey campaign and seismic vulnerability estimation 93
Stability of no-tension beam-columns with bounded compressive strength subjected to highly eccentric axial loads acting on its summit 92
Tecnica e cultura nel consolidamento degli edifici storici - L'esempio delle colonne monolitiche 92
Il dissesto di un transetto della cattedrale di Lucca, studio statico e progetto di presidio per il consolidamento 92
EXPERIENCES AND ANALYSIS ON MASONRY MATERIALS SUBJECTED TO HIGH-TEMPERATURES 92
HIGH TEMPERATURE INFLUENCE ON STRESS-STRAIN CURVES FOR MASONRY WALLS 90
Stress‒strain curves for masonry materials exposed to fire action 89
Modelling issues in the structural analysis of existing concrete gravity dams 86
Stabilità di pilastri murari sottoposti a carichi assiali e trasversali 85
On site tests for the mechanical characterization of masonry walls with chaotic texture 85
Relazione tecnica “La chiesa di Santo Stefano Extra Moenia a Pisa” 84
MACRO-ELEMENTS IDENTIFICATION ON HISTORIC CHAPELS: THE CASE OF ST. VENERIO CHAPEL IN REGGIOLO – EMILIA ROMAGNA 84
Consolidamento sismico di un edificio in c.a. a pilotis anni’60 con setti in c.a. e colonne di presidio in acciaio 83
AN APPLICATION OF THE RCW SEISMIC DISSIPATOR ON MASONRY BUILDINGS: ON-SITE TESTING AND STRUCTURAL ANALYSIS 81
null 81
null 80
Concrete gravity dams model parameters updating using static measurements 78
Nonlinear Analyses of the Medieval “Ponte del Diavolo”, Borgo a Mozzano, Italy 77
SEISMIC ASSESSMENT OF THE HISTORICAL MIXED MASONRY-REINFORCED CONCRETE GOVERNMENT PALACE IN LA SPEZIA 77
Dynamic assessment of axial load in tie-rods by means of acoustic measurements 77
URBAN GRID AND SEISMIC PREVENTION - A CONFIGURATIONAL APPROACH TO THE EMERGENCY MANAGEMENT OF ITALIAN HISTORIC CENTRES 77
Il campanile di San Francesco, un esempio di audacia statica del XIII secolo 76
Relazione tecnica “Studio per il restauro statico e conservativo del muro ovest del transetto del Duomo di Lucca” 76
Uncertainty Quantification and reduction in the structural analysis of existing concrete gravity dams 76
Difetti costruttivi negli edifici 75
Structural protection after landslide: a case study in Northern Italy 75
A simplified methodology for risk analysis of historic centers: the World Heritage Site of San Gimignano, Italy 75
Shedding light on the effect of uncertainties in the seismic fragility analysis of existing concrete dams 73
“Relazione tecnica sull’esecuzione delle misure finalizzate al controllo degli strapiombi relativi alle strutture dell’arco di proscenio del teatro Goldoni di Livorno” 72
Penetrometro PNT-G: concezione d’impiego e modalità d’uso – Task3b.3. RELUIS1 -UR13-UNIPI03-2006 72
TECHNICAL REPORT ON MECHANICAL TESTS ON MASONRY: THE TWIN PANEL SHEAR COMPRESSION TEST (TPT) AND THE DIAGONAL COMPRESSION TEST 72
Model uncertainties in seismic analysis of existing masonry buildings: the Equivalent-Frame Model within the Structural Element Models approach 72
Another Brick in the Wall: Improving the Assisted Semantic Segmentation of Masonry Walls 72
Contenziosi giudiziari e difetti costruttivi negli edifici 71
Preliminary survey forthe rehabilitation and seismic protection works of the Middle Age Castle of Shawbak in the UNESCO area of Petra (Jordan) 71
LA CHIESA DI SANTA GEMMA A GORIANO SICOLI (AQ): INPUT SISMICO E MECCANISMI DI DANNO 70
Acoustic Fluid-Structure Interaction Modeling of Gravity Dams in the Frequency Domain 70
Damage mechanisms as seismic transducers in historic centres: the example of San Pio delle Camere after 2009 earthquake in Abruzzo (Italy) 69
STUDIO DELLA CUPOLA DEL DUOMO DI MASSA MARITTIMA 69
Dynamic monitoring of cultural heritage assets: the bell tower of San Francesco church in Pisa (Italy) 69
Capitolo 9 – I ponti 66
null 66
CONCRETE GRAVITY DAMS FE MODELS PARAMETERS UPDATING USING AMBIENT VIBRATIONS 65
Relazione tecnica “Il teatro Rossi a Pisa: studio statico e proposte di intervento” 63
Modal identification of the San Francesco church in Pisa, Italy 63
Indagine storico–costruttiva e tecniche di consolidamento dell’acquedotto mediceo di Pisa 62
Bayesian updating of existing concrete gravity dams model parameters using static measurements 62
Relazione tecnica “Studio del comportamento statico dell’arco scenico del Teatro Goldoni di Livorno” 61
Il dissesto di un transetto della Cattedrale di Lucca: studio multidisciplinare, progetto di restauro e realizzazione di un sostegno attivo per la sua attuazione 61
Viadotti con impalcati in calcestruzzo semplice. L'innovazione che attinge dal passato 60
A NOVEL FE MODEL FOR THE TOWER OF PISA 59
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 59
Simulation of concrete crack development in seismic assessment of existing gravity dam 57
Totale 9.854
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Categoria #
all - tutte 29.412
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 29.412
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.550 222 164 105 82 121 120 167 96 128 117 195 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
2024/202521 21 0 0 0 0 0 0 0 0 0 0 0
Totale 11.897