CINECA IRIS Institutional Research Information System

DE FALCO, ANNA
 Distribuzione geografica
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Continente #
NA - Nord America 10.928
AS - Asia 6.076
EU - Europa 5.816
SA - Sud America 760
AF - Africa 410
Continente sconosciuto - Info sul continente non disponibili 353
OC - Oceania 27
Totale 24.370
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Nazione #
US - Stati Uniti d'America 10.526
IT - Italia 2.817
SG - Singapore 1.894
CN - Cina 1.661
HK - Hong Kong 921
BR - Brasile 607
SE - Svezia 548
VN - Vietnam 449
DE - Germania 417
BG - Bulgaria 347
GB - Regno Unito 311
FR - Francia 308
TR - Turchia 306
CA - Canada 303
FI - Finlandia 208
UA - Ucraina 205
RU - Federazione Russa 167
CI - Costa d'Avorio 164
JP - Giappone 149
IN - India 138
KR - Corea 138
CH - Svizzera 86
SN - Senegal 86
NL - Olanda 83
BD - Bangladesh 63
ES - Italia 51
IE - Irlanda 51
IQ - Iraq 50
ZA - Sudafrica 43
AR - Argentina 38
BE - Belgio 38
PL - Polonia 36
IR - Iran 34
SA - Arabia Saudita 34
MY - Malesia 33
ID - Indonesia 32
MA - Marocco 28
MX - Messico 27
PT - Portogallo 27
EC - Ecuador 26
PK - Pakistan 26
AT - Austria 22
RO - Romania 22
CO - Colombia 20
PH - Filippine 20
AU - Australia 18
VE - Venezuela 18
PY - Paraguay 16
EG - Egitto 15
KE - Kenya 15
PE - Perù 15
CR - Costa Rica 14
ET - Etiopia 13
IL - Israele 13
AE - Emirati Arabi Uniti 12
TW - Taiwan 12
UZ - Uzbekistan 12
OM - Oman 11
TT - Trinidad e Tobago 11
JM - Giamaica 10
NP - Nepal 10
UY - Uruguay 10
BJ - Benin 9
GR - Grecia 9
JO - Giordania 9
NZ - Nuova Zelanda 9
TN - Tunisia 9
CL - Cile 8
HR - Croazia 8
LT - Lituania 8
NG - Nigeria 8
PA - Panama 8
BB - Barbados 7
DZ - Algeria 7
CZ - Repubblica Ceca 6
KZ - Kazakistan 6
TH - Thailandia 6
AM - Armenia 5
AZ - Azerbaigian 5
BA - Bosnia-Erzegovina 5
MK - Macedonia 5
DO - Repubblica Dominicana 4
HU - Ungheria 4
NO - Norvegia 4
SI - Slovenia 4
AL - Albania 3
BH - Bahrain 3
DK - Danimarca 3
GD - Grenada 3
GE - Georgia 3
HN - Honduras 3
LB - Libano 3
LK - Sri Lanka 3
NI - Nicaragua 3
BS - Bahamas 2
BY - Bielorussia 2
GT - Guatemala 2
KG - Kirghizistan 2
KH - Cambogia 2
KW - Kuwait 2
Totale 23.977
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Città #
Singapore 1.102
Ashburn 971
San Jose 934
Hong Kong 889
Santa Clara 776
Woodbridge 663
Ann Arbor 649
Chandler 589
Houston 433
Milan 419
Fairfield 361
Beijing 358
Dallas 353
Shanghai 350
Sofia 346
New York 295
Council Bluffs 250
Serra 244
Jacksonville 216
Boardman 202
Los Angeles 193
Ottawa 190
Rome 189
Florence 181
Wilmington 176
Pisa 174
Izmir 165
Abidjan 164
Seattle 154
Hefei 153
Princeton 139
Lawrence 132
Tokyo 127
Seoul 124
Cambridge 123
Lauterbourg 123
Nanjing 117
Ho Chi Minh City 108
Menlo Park 103
Hanoi 100
Des Moines 92
Dakar 86
Istanbul 81
Medford 78
Buffalo 71
Munich 70
Bern 66
Helsinki 63
Ogden 62
São Paulo 58
Livorno 56
Redondo Beach 55
London 52
Boulder 49
Dong Ket 48
Lucca 47
Nanchang 46
Redwood City 42
Frankfurt am Main 40
Dearborn 39
Orem 36
Turku 35
Brussels 34
Jüchen 34
Bremen 33
Düsseldorf 32
Kunming 29
San Diego 29
Atlanta 27
Genoa 26
Hebei 26
Marseille 26
Montreal 26
The Dalles 25
Bologna 24
Nuremberg 24
Naples 23
Shenyang 23
Dhaka 22
Kuala Lumpur 21
San Francisco 21
Toronto 21
Falls Church 20
Renton 20
Amsterdam 19
Brasília 19
Boston 18
Changsha 18
Chicago 18
Johannesburg 18
Manchester 18
Phoenix 18
Turin 18
Columbus 17
Jiaxing 17
Quanzhou 17
Rio de Janeiro 17
Baghdad 16
Da Nang 16
Fuzhou 16
Totale 15.453
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Nome #
Reusing grain silos from the 1930s in Italy. A multi-criteria decision analysis for the case of Arezzo 406
A Stakeholder Analysis for the Adaptive Reuse Assessment of Architectural Heritage: Towards an Integrated Approach 376
A BIM-Based Model for Heritage Conservation and Structural Diagnostics: The City Walls of Pisa 331
Volte di laterizio in folio: una tecnica di consolidamento 327
Penetrometro PNT-G: concezione d’impiego e modalità d’uso 271
Ambient vibration recording on the Maddalena Bridge in Borgo a Mozzano (Italy): data analysis 261
An Innovative Low Cost Solution for Bamboo Trusses with High-Ductility Connections 237
STRUCTURAL ANALYSIS OF THE DOME OF SAN CERBONE CATHEDRAL IN MASSA MARITTIMA (ITALY) 229
IL CROLLO DELLE MURA URBANE DI PISTOIA: CAUSE E POSSIBILI INTERVENTI 226
A NOVEL FE MODEL FOR THE TOWER OF PISA 225
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) 220
Uncertainty propagation of relevant soil and masonry parameters to design a SHM for the Baptistery of Pisa 217
NUMERICAL CALIBRATION OF A MACRO-ELEMENT FOR VAULTED SYSTEMS IN HISTORIC CHURCHES 216
Collapse of the historic city walls of Pistoia (Italy): causes and possible interventions 214
A HBIM pipeline for the conservation of large-scale architectural heritage: the city Walls of Pisa 210
Structural damage in the cities of Reggiolo and Carpi after the earthquake on May 2012 in Emilia Romagna 209
The role of urban configuration during disasters. A scenario-based methodology for the post-earthquake emergency management of Italian historic centres 203
A proposal for the consolidation of a r.c. social housing by means of external hybrid steel-glass frameworks 199
Mazars’ damage model for masonry structures: a case study of a church in Italy 199
Non destructive testing on masonry structures: a series of different methodologies applied on the cathedral of Lucca 198
La Villa Celestina di Vittorio Cafiero a Castiglioncello: dall’abbandono al recupero 193
The application of geoelectrical tomographic techniques for the non-destructive testing on masonry structures 189
URBAN GRID AND SEISMIC PREVENTION - A CONFIGURATIONAL APPROACH TO THE EMERGENCY MANAGEMENT OF ITALIAN HISTORIC CENTRES 188
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 187
Structural Solutions for Low-Cost Bamboo Frames: Experimental Tests and Constructive Assessments 187
Stability of Columns with no Tension Strength and Bounded Compressive Strength and Deformability - Part I: large eccentricity 186
Diagnosis of monumental structures considering history-related phenomena: a systematic operating method applied to the Baptistery of Pisa 185
Temporary preventive seismic reinforcements on historic churches: numerical modeling of San Frediano in Pisa 185
Structural analysis and consolidation strategy of the historic Mediceo Aqueduct in Pisa (Italy) 184
deliverable D5.1 “Report on definition of parameters for assessment and of different levels of assessment” 183
Explicit solutions for the stability of no-tension beam-columns 182
Improved techniques of the micro-seismic tomography with S-waves for the non-destructive testing on masonry structures 179
Geometric survey for the structural assessment of the architectural heritage: the case of the Baptistery of S. Giovanni e Reparata in Lucca 178
No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads 174
Bamboo trusses with low cost and high ductility joints 174
Dynamic monitoring of cultural heritage assets: the bell tower of San Francesco church in Pisa (Italy) 174
Seismic consolidation of ’60s pilotis r.c. building for social housings with SCC-steel shear walls 172
Model parameter estimation using Bayesian and deterministic approaches: the case study of the Maddalena Bridge 172
Geometric survey for the structural assessment of the architectural heritage: the dome of the baptistery of S. Giovanni e Reparata in Lucca 170
On Assisting and Automatizing the Semantic Segmentation of Masonry Walls 170
Relazione tecnica “Il Ponte della Maddalena detto “del Diavolo” – Storia, sicurezza e conservazione” 169
An innovative low cost solution for bamboo trusses with high-ductility connections 168
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” 167
MACRO-ELEMENTS IDENTIFICATION ON HISTORIC CHAPELS: THE CASE OF ST. VENERIO CHAPEL IN REGGIOLO – EMILIA ROMAGNA 165
Historic centre of San Pio delle Camere under 2009 Abruzzo earthquake (Italy): survey campaign and seismic vulnerability estimation 164
Uncertainty Quantification and reduction in the structural analysis of existing concrete gravity dams 163
SEISMIC ASSESSMENT OF THE HISTORICAL MIXED MASONRY-REINFORCED CONCRETE GOVERNMENT PALACE IN LA SPEZIA 162
Measurement of the vibration response of the medieval Maddalena Bridge (Italy) 162
Modelling issues in the structural analysis of existing concrete gravity dams 161
Il dissesto di un transetto della cattedrale di Lucca, studio statico e progetto di presidio per il consolidamento 160
Structural protection after landslide: a case study in Northern Italy 160
A simplified methodology for risk analysis of historic centers: the World Heritage Site of San Gimignano, Italy 160
APPLICATIONS OF THE INFRARED THERMOGRAPHY TO THE ASSESSMENT OF HISTORIC BUILDINGS: A CASE STUDY IN PISA 157
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 156
Tecnica e cultura nel consolidamento degli edifici storici - L'esempio delle colonne monolitiche 154
Consolidamento sismico di un edificio in c.a. a pilotis anni’60 con setti in c.a. e colonne di presidio in acciaio 153
Preliminary survey forthe rehabilitation and seismic protection works of the Middle Age Castle of Shawbak in the UNESCO area of Petra (Jordan) 152
Territorial recognition of existing stream crossings to assess hydraulic and structural vulnerability 152
Stochastic identification of masonry parameters in 2D finite elements continuum models 151
Stabilità di pilastri murari sottoposti a carichi assiali e trasversali 150
Specifiche e scheda tecnica di prova penetrometrica con PNT-G. Task 3b.3 - RELUIS1-UR13-UNIPI03-2008 150
Damage mechanisms in masonry buildings and peak ground acceleration during the 2009 earthquake in Abruzzo (Italy) 150
Specific Risk Maps for Cultural Heritage Materials and Airborne Pollutants: An Open Data Approach to Risk-Based Management 149
HIGH TEMPERATURE INFLUENCE ON STRESS-STRAIN CURVES FOR MASONRY WALLS 149
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 148
Dynamic assessment of axial load in tie-rods by means of acoustic measurements 148
EXPERIENCES AND ANALYSIS ON MASONRY MATERIALS SUBJECTED TO HIGH-TEMPERATURES 147
Modal identification of the San Francesco church in Pisa, Italy 147
Stress‒strain curves for masonry materials exposed to fire action 146
Relazione tecnica “La chiesa di Santo Stefano Extra Moenia a Pisa” 145
Stability of no-tension beam-columns with bounded compressive strength 145
Stability of no-tension beam-columns with bounded compressive strength subjected to highly eccentric axial loads acting on its summit 143
null 143
AN APPLICATION OF THE RCW SEISMIC DISSIPATOR ON MASONRY BUILDINGS: ON-SITE TESTING AND STRUCTURAL ANALYSIS 143
Model uncertainties in seismic analysis of existing masonry buildings: the Equivalent-Frame Model within the Structural Element Models approach 142
Difetti costruttivi negli edifici 141
An HBIM Approach for Structural Diagnosis and Intervention Design in Heritage Constructions: The Case of the Certosa di Pisa 140
TECHNICAL REPORT ON MECHANICAL TESTS ON MASONRY: THE TWIN PANEL SHEAR COMPRESSION TEST (TPT) AND THE DIAGONAL COMPRESSION TEST 138
Concrete gravity dams model parameters updating using static measurements 138
Typological characterization of ancient town walls for didaster prevention and mitigation: thwe MO.M.U. project 138
Un’applicazione BIM per la diagnosi strutturale e la valutazione della sicurezza di complessi monumentali: il caso della Certosa di Pisa 136
Il dissesto di un transetto della Cattedrale di Lucca: studio multidisciplinare, progetto di restauro e realizzazione di un sostegno attivo per la sua attuazione 135
Bayesian updating of existing concrete gravity dams model parameters using static measurements 135
On site tests for the mechanical characterization of masonry walls with chaotic texture 134
CONCRETE GRAVITY DAMS FE MODELS PARAMETERS UPDATING USING AMBIENT VIBRATIONS 134
Bayesian Updating of a Finite Element Model of the Leaning Tower of Pisa 133
Il campanile di San Francesco, un esempio di audacia statica del XIII secolo 132
Contenziosi giudiziari e difetti costruttivi negli edifici 132
Rethinking earthquake-related vulnerabilities of historic centres in Italy: Insights from the Tuscan area 132
Material Characterisation for Preserving Cultural Heritage: Evidence of the 1595 Fire at Pisa Cathedral 131
Surrogation and Bayesian updating of a finite element model of the Leaning Tower of Pisa 131
Il progetto e gli interventi – il consolidamento 130
Another Brick in the Wall: Improving the Assisted Semantic Segmentation of Masonry Walls 130
“Relazione tecnica sull’esecuzione delle misure finalizzate al controllo degli strapiombi relativi alle strutture dell’arco di proscenio del teatro Goldoni di Livorno” 129
FE MODELS FOR THE EVALUATION OF HYDRODYNAMIC PRESSURE ON CONCRETE GRAVITY DAMS DURING EARTHQUAKES 129
Capitolo 9 – I ponti 128
Nonlinear Analyses of the Medieval “Ponte del Diavolo”, Borgo a Mozzano, Italy 128
Penetrometro PNT-G: concezione d’impiego e modalità d’uso – Task3b.3. RELUIS1 -UR13-UNIPI03-2006 127
LA CHIESA DI SANTA GEMMA A GORIANO SICOLI (AQ): INPUT SISMICO E MECCANISMI DI DANNO 127
null 127
Totale 17.282
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Categoria #
all - tutte 65.779
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 65.779
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.363 0 0 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
2026/20271.204 252 750 202 0 0 0 0 0 0 0 0 0
Totale 24.370