CINECA IRIS Institutional Research Information System

DE FALCO, ANNA
 Distribuzione geografica
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Continente #
NA - Nord America 9.950
AS - Asia 6.035
EU - Europa 5.684
SA - Sud America 747
AF - Africa 407
OC - Oceania 22
Continente sconosciuto - Info sul continente non disponibili 2
Totale 22.847
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Nazione #
US - Stati Uniti d'America 9.586
IT - Italia 2.738
SG - Singapore 1.888
CN - Cina 1.657
HK - Hong Kong 917
BR - Brasile 598
SE - Svezia 527
VN - Vietnam 447
DE - Germania 410
BG - Bulgaria 347
GB - Regno Unito 310
TR - Turchia 306
FR - Francia 303
CA - Canada 282
FI - Finlandia 208
UA - Ucraina 202
RU - Federazione Russa 167
CI - Costa d'Avorio 164
JP - Giappone 149
KR - Corea 138
IN - India 135
CH - Svizzera 86
SN - Senegal 86
NL - Olanda 75
BD - Bangladesh 61
ES - Italia 51
IE - Irlanda 51
IQ - Iraq 49
ZA - Sudafrica 42
AR - Argentina 38
BE - Belgio 38
PL - Polonia 32
SA - Arabia Saudita 32
MY - Malesia 31
ID - Indonesia 30
MA - Marocco 28
PT - Portogallo 27
MX - Messico 26
PK - Pakistan 26
EC - Ecuador 23
IR - Iran 23
AT - Austria 22
RO - Romania 22
CO - Colombia 19
PH - Filippine 19
VE - Venezuela 18
PY - Paraguay 16
EG - Egitto 15
PE - Perù 15
KE - Kenya 14
AU - Australia 13
ET - Etiopia 13
IL - Israele 13
AE - Emirati Arabi Uniti 12
TW - Taiwan 12
UZ - Uzbekistan 12
OM - Oman 11
NP - Nepal 10
TT - Trinidad e Tobago 10
UY - Uruguay 10
BJ - Benin 9
GR - Grecia 9
JO - Giordania 9
NZ - Nuova Zelanda 9
TN - Tunisia 9
CL - Cile 8
LT - Lituania 8
NG - Nigeria 8
PA - Panama 8
DZ - Algeria 7
JM - Giamaica 7
CR - Costa Rica 6
CZ - Repubblica Ceca 6
KZ - Kazakistan 6
AM - Armenia 5
AZ - Azerbaigian 5
BA - Bosnia-Erzegovina 5
BB - Barbados 5
MK - Macedonia 5
TH - Thailandia 5
DO - Repubblica Dominicana 4
HR - Croazia 4
HU - Ungheria 4
NO - Norvegia 4
SI - Slovenia 4
AL - Albania 3
BH - Bahrain 3
DK - Danimarca 3
GE - Georgia 3
LB - Libano 3
LK - Sri Lanka 3
NI - Nicaragua 3
BS - Bahamas 2
BY - Bielorussia 2
GD - Grenada 2
GT - Guatemala 2
HN - Honduras 2
KG - Kirghizistan 2
KH - Cambogia 2
KW - Kuwait 2
Totale 22.806
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Città #
Singapore 1.100
Ashburn 900
Hong Kong 887
San Jose 838
Santa Clara 765
Woodbridge 663
Ann Arbor 648
Chandler 588
Houston 429
Milan 408
Fairfield 361
Beijing 355
Shanghai 350
Sofia 346
Dallas 339
New York 277
Serra 244
Jacksonville 215
Boardman 202
Ottawa 190
Florence 181
Rome 179
Wilmington 176
Los Angeles 175
Pisa 171
Izmir 165
Abidjan 164
Hefei 153
Seattle 152
Princeton 139
Lawrence 132
Tokyo 127
Seoul 124
Cambridge 123
Lauterbourg 123
Nanjing 117
Ho Chi Minh City 107
Menlo Park 103
Hanoi 99
Des Moines 92
Dakar 86
Istanbul 81
Council Bluffs 80
Medford 78
Munich 70
Bern 66
Buffalo 64
Helsinki 63
Ogden 62
Redondo Beach 55
Livorno 54
São Paulo 54
London 51
Boulder 49
Dong Ket 48
Lucca 47
Nanchang 46
Redwood City 42
Frankfurt am Main 40
Dearborn 39
Orem 35
Turku 35
Brussels 34
Jüchen 34
Bremen 33
Düsseldorf 32
Kunming 29
Hebei 26
Marseille 26
San Diego 25
Bologna 24
Genoa 24
Nuremberg 24
Shenyang 23
Dhaka 22
The Dalles 22
Kuala Lumpur 21
Montreal 21
Falls Church 20
Naples 20
Renton 20
Boston 18
Changsha 18
Manchester 18
Turin 18
Atlanta 17
Brasília 17
Jiaxing 17
Johannesburg 17
Quanzhou 17
Rio de Janeiro 17
Baghdad 16
Chicago 16
Columbus 16
Da Nang 16
Fuzhou 16
Nettuno 16
Torino 16
Toronto 16
Vienna 16
Totale 14.950
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Nome #
Reusing grain silos from the 1930s in Italy. A multi-criteria decision analysis for the case of Arezzo 398
A Stakeholder Analysis for the Adaptive Reuse Assessment of Architectural Heritage: Towards an Integrated Approach 362
Volte di laterizio in folio: una tecnica di consolidamento 312
Penetrometro PNT-G: concezione d’impiego e modalità d’uso 267
Ambient vibration recording on the Maddalena Bridge in Borgo a Mozzano (Italy): data analysis 256
An Innovative Low Cost Solution for Bamboo Trusses with High-Ductility Connections 235
STRUCTURAL ANALYSIS OF THE DOME OF SAN CERBONE CATHEDRAL IN MASSA MARITTIMA (ITALY) 223
IL CROLLO DELLE MURA URBANE DI PISTOIA: CAUSE E POSSIBILI INTERVENTI 222
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) 216
A NOVEL FE MODEL FOR THE TOWER OF PISA 215
NUMERICAL CALIBRATION OF A MACRO-ELEMENT FOR VAULTED SYSTEMS IN HISTORIC CHURCHES 211
Collapse of the historic city walls of Pistoia (Italy): causes and possible interventions 206
Structural damage in the cities of Reggiolo and Carpi after the earthquake on May 2012 in Emilia Romagna 206
A HBIM pipeline for the conservation of large-scale architectural heritage: the city Walls of Pisa 204
The role of urban configuration during disasters. A scenario-based methodology for the post-earthquake emergency management of Italian historic centres 200
A proposal for the consolidation of a r.c. social housing by means of external hybrid steel-glass frameworks 197
Mazars’ damage model for masonry structures: a case study of a church in Italy 196
Non destructive testing on masonry structures: a series of different methodologies applied on the cathedral of Lucca 195
La Villa Celestina di Vittorio Cafiero a Castiglioncello: dall’abbandono al recupero 189
URBAN GRID AND SEISMIC PREVENTION - A CONFIGURATIONAL APPROACH TO THE EMERGENCY MANAGEMENT OF ITALIAN HISTORIC CENTRES 187
Stability of Columns with no Tension Strength and Bounded Compressive Strength and Deformability - Part I: large eccentricity 184
Structural Solutions for Low-Cost Bamboo Frames: Experimental Tests and Constructive Assessments 184
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 183
The application of geoelectrical tomographic techniques for the non-destructive testing on masonry structures 183
Structural analysis and consolidation strategy of the historic Mediceo Aqueduct in Pisa (Italy) 182
Explicit solutions for the stability of no-tension beam-columns 181
Temporary preventive seismic reinforcements on historic churches: numerical modeling of San Frediano in Pisa 181
deliverable D5.1 “Report on definition of parameters for assessment and of different levels of assessment” 180
Improved techniques of the micro-seismic tomography with S-waves for the non-destructive testing on masonry structures 171
Geometric survey for the structural assessment of the architectural heritage: the case of the Baptistery of S. Giovanni e Reparata in Lucca 171
No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads 171
Bamboo trusses with low cost and high ductility joints 171
Dynamic monitoring of cultural heritage assets: the bell tower of San Francesco church in Pisa (Italy) 171
Seismic consolidation of ’60s pilotis r.c. building for social housings with SCC-steel shear walls 169
Model parameter estimation using Bayesian and deterministic approaches: the case study of the Maddalena Bridge 169
On Assisting and Automatizing the Semantic Segmentation of Masonry Walls 169
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” 165
Relazione tecnica “Il Ponte della Maddalena detto “del Diavolo” – Storia, sicurezza e conservazione” 165
Geometric survey for the structural assessment of the architectural heritage: the dome of the baptistery of S. Giovanni e Reparata in Lucca 164
An innovative low cost solution for bamboo trusses with high-ductility connections 164
Measurement of the vibration response of the medieval Maddalena Bridge (Italy) 161
MACRO-ELEMENTS IDENTIFICATION ON HISTORIC CHAPELS: THE CASE OF ST. VENERIO CHAPEL IN REGGIOLO – EMILIA ROMAGNA 160
A BIM-Based Model for Heritage Conservation and Structural Diagnostics: The City Walls of Pisa 160
Historic centre of San Pio delle Camere under 2009 Abruzzo earthquake (Italy): survey campaign and seismic vulnerability estimation 158
A simplified methodology for risk analysis of historic centers: the World Heritage Site of San Gimignano, Italy 158
Modelling issues in the structural analysis of existing concrete gravity dams 157
APPLICATIONS OF THE INFRARED THERMOGRAPHY TO THE ASSESSMENT OF HISTORIC BUILDINGS: A CASE STUDY IN PISA 154
Uncertainty Quantification and reduction in the structural analysis of existing concrete gravity dams 154
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 152
Diagnosis of monumental structures considering history-related phenomena: a systematic operating method applied to the Baptistery of Pisa 151
Il dissesto di un transetto della cattedrale di Lucca, studio statico e progetto di presidio per il consolidamento 151
Stochastic identification of masonry parameters in 2D finite elements continuum models 149
Tecnica e cultura nel consolidamento degli edifici storici - L'esempio delle colonne monolitiche 149
SEISMIC ASSESSMENT OF THE HISTORICAL MIXED MASONRY-REINFORCED CONCRETE GOVERNMENT PALACE IN LA SPEZIA 149
Preliminary survey forthe rehabilitation and seismic protection works of the Middle Age Castle of Shawbak in the UNESCO area of Petra (Jordan) 148
Territorial recognition of existing stream crossings to assess hydraulic and structural vulnerability 147
Damage mechanisms in masonry buildings and peak ground acceleration during the 2009 earthquake in Abruzzo (Italy) 146
Dynamic assessment of axial load in tie-rods by means of acoustic measurements 146
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 145
HIGH TEMPERATURE INFLUENCE ON STRESS-STRAIN CURVES FOR MASONRY WALLS 145
Stabilità di pilastri murari sottoposti a carichi assiali e trasversali 144
Specifiche e scheda tecnica di prova penetrometrica con PNT-G. Task 3b.3 - RELUIS1-UR13-UNIPI03-2008 144
Consolidamento sismico di un edificio in c.a. a pilotis anni’60 con setti in c.a. e colonne di presidio in acciaio 144
null 143
Stability of no-tension beam-columns with bounded compressive strength 142
Modal identification of the San Francesco church in Pisa, Italy 142
Relazione tecnica “La chiesa di Santo Stefano Extra Moenia a Pisa” 141
Stress‒strain curves for masonry materials exposed to fire action 140
Stability of no-tension beam-columns with bounded compressive strength subjected to highly eccentric axial loads acting on its summit 139
EXPERIENCES AND ANALYSIS ON MASONRY MATERIALS SUBJECTED TO HIGH-TEMPERATURES 139
Specific Risk Maps for Cultural Heritage Materials and Airborne Pollutants: An Open Data Approach to Risk-Based Management 138
AN APPLICATION OF THE RCW SEISMIC DISSIPATOR ON MASONRY BUILDINGS: ON-SITE TESTING AND STRUCTURAL ANALYSIS 138
Model uncertainties in seismic analysis of existing masonry buildings: the Equivalent-Frame Model within the Structural Element Models approach 138
Difetti costruttivi negli edifici 137
An HBIM Approach for Structural Diagnosis and Intervention Design in Heritage Constructions: The Case of the Certosa di Pisa 136
Structural protection after landslide: a case study in Northern Italy 136
Typological characterization of ancient town walls for didaster prevention and mitigation: thwe MO.M.U. project 135
TECHNICAL REPORT ON MECHANICAL TESTS ON MASONRY: THE TWIN PANEL SHEAR COMPRESSION TEST (TPT) AND THE DIAGONAL COMPRESSION TEST 134
Concrete gravity dams model parameters updating using static measurements 134
Un’applicazione BIM per la diagnosi strutturale e la valutazione della sicurezza di complessi monumentali: il caso della Certosa di Pisa 133
Bayesian updating of existing concrete gravity dams model parameters using static measurements 132
Il dissesto di un transetto della Cattedrale di Lucca: studio multidisciplinare, progetto di restauro e realizzazione di un sostegno attivo per la sua attuazione 130
On site tests for the mechanical characterization of masonry walls with chaotic texture 129
CONCRETE GRAVITY DAMS FE MODELS PARAMETERS UPDATING USING AMBIENT VIBRATIONS 129
Il progetto e gli interventi – il consolidamento 128
Contenziosi giudiziari e difetti costruttivi negli edifici 128
Another Brick in the Wall: Improving the Assisted Semantic Segmentation of Masonry Walls 128
Bayesian Updating of a Finite Element Model of the Leaning Tower of Pisa 127
“Relazione tecnica sull’esecuzione delle misure finalizzate al controllo degli strapiombi relativi alle strutture dell’arco di proscenio del teatro Goldoni di Livorno” 127
Il campanile di San Francesco, un esempio di audacia statica del XIII secolo 127
null 127
Rethinking earthquake-related vulnerabilities of historic centres in Italy: Insights from the Tuscan area 127
Surrogation and Bayesian updating of a finite element model of the Leaning Tower of Pisa 127
FE MODELS FOR THE EVALUATION OF HYDRODYNAMIC PRESSURE ON CONCRETE GRAVITY DAMS DURING EARTHQUAKES 126
Capitolo 9 – I ponti 125
Material Characterisation for Preserving Cultural Heritage: Evidence of the 1595 Fire at Pisa Cathedral 125
Penetrometro PNT-G: concezione d’impiego e modalità d’uso – Task3b.3. RELUIS1 -UR13-UNIPI03-2006 124
Relazione tecnica “Studio per il restauro statico e conservativo del muro ovest del transetto del Duomo di Lucca” 121
LA CHIESA DI SANTA GEMMA A GORIANO SICOLI (AQ): INPUT SISMICO E MECCANISMI DI DANNO 121
Damage mechanisms as seismic transducers in historic centres: the example of San Pio delle Camere after 2009 earthquake in Abruzzo (Italy) 121
Totale 16.521
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Categoria #
all - tutte 62.027
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 62.027
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2024/20255.300 60 210 110 284 572 597 338 315 473 667 608 1.066
2025/20265.990 339 639 451 448 704 509 997 361 501 580 281 180
2026/202730 30 0 0 0 0 0 0 0 0 0 0 0
Totale 23.196