CERONI, Francesca
 Distribuzione geografica
Continente #
NA - Nord America 11.673
EU - Europa 5.612
AS - Asia 2.641
SA - Sud America 795
AF - Africa 68
Continente sconosciuto - Info sul continente non disponibili 27
Totale 20.816
Nazione #
US - Stati Uniti d'America 11.619
RU - Federazione Russa 2.108
UA - Ucraina 1.191
SG - Singapore 968
VN - Vietnam 875
BR - Brasile 660
CN - Cina 538
SE - Svezia 537
GB - Regno Unito 525
DE - Germania 372
IT - Italia 297
FR - Francia 287
FI - Finlandia 111
AR - Argentina 55
HK - Hong Kong 45
CZ - Repubblica Ceca 44
IN - India 31
BD - Bangladesh 29
EU - Europa 25
NL - Olanda 24
EC - Ecuador 23
IQ - Iraq 23
CA - Canada 22
TR - Turchia 19
BE - Belgio 18
IE - Irlanda 18
PL - Polonia 18
PY - Paraguay 17
ID - Indonesia 16
ZA - Sudafrica 16
MX - Messico 15
LV - Lettonia 14
CO - Colombia 12
EG - Egitto 12
VE - Venezuela 12
AT - Austria 10
ES - Italia 9
PK - Pakistan 9
TN - Tunisia 9
JO - Giordania 8
JP - Giappone 8
UZ - Uzbekistan 8
ET - Etiopia 7
IR - Iran 7
CL - Cile 6
DZ - Algeria 6
GR - Grecia 6
HR - Croazia 6
MA - Marocco 6
AZ - Azerbaigian 5
KH - Cambogia 5
KR - Corea 5
KZ - Kazakistan 5
NP - Nepal 5
PH - Filippine 5
SA - Arabia Saudita 5
AE - Emirati Arabi Uniti 4
BO - Bolivia 4
KE - Kenya 4
UY - Uruguay 4
PS - Palestinian Territory 3
PT - Portogallo 3
SV - El Salvador 3
AO - Angola 2
BF - Burkina Faso 2
BG - Bulgaria 2
CH - Svizzera 2
CI - Costa d'Avorio 2
CR - Costa Rica 2
DO - Repubblica Dominicana 2
GA - Gabon 2
JM - Giamaica 2
LB - Libano 2
LT - Lituania 2
MD - Moldavia 2
OM - Oman 2
PE - Perù 2
QA - Qatar 2
RO - Romania 2
TT - Trinidad e Tobago 2
TW - Taiwan 2
AL - Albania 1
BB - Barbados 1
BH - Bahrain 1
BN - Brunei Darussalam 1
CU - Cuba 1
CW - ???statistics.table.value.countryCode.CW??? 1
DK - Danimarca 1
GE - Georgia 1
GT - Guatemala 1
IL - Israele 1
KG - Kirghizistan 1
KY - Cayman, isole 1
ME - Montenegro 1
MY - Malesia 1
NI - Nicaragua 1
PR - Porto Rico 1
SK - Slovacchia (Repubblica Slovacca) 1
SY - Repubblica araba siriana 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 20.816
Città #
Fairfield 1.426
Dallas 1.329
Woodbridge 1.308
Ann Arbor 964
Houston 931
Dong Ket 727
Chandler 709
Ashburn 616
Wilmington 512
Seattle 500
Cambridge 471
Nyköping 374
Moscow 309
Jacksonville 308
Dearborn 306
Southend 302
Singapore 292
Boardman 235
Beijing 199
Princeton 131
Lawrence 121
Ogden 104
Shanghai 91
San Diego 78
Yubileyny 78
New York 73
Council Bluffs 56
Ho Chi Minh City 54
The Dalles 54
London 50
São Paulo 49
Munich 47
Columbus 45
Brno 42
Düsseldorf 41
Hong Kong 41
Los Angeles 36
Hanoi 33
Norwalk 29
Hefei 25
Jinan 24
Naples 23
Chicago 21
Nanjing 21
Santa Clara 21
Milan 19
Brussels 18
Grafing 17
Rio de Janeiro 16
San Francisco 16
Auburn Hills 15
Frattamaggiore 15
Rome 15
Belo Horizonte 13
Lauterbourg 13
Riga 13
Warsaw 13
Brooklyn 12
Kunming 12
Nanchang 12
Porto Alegre 12
Frankfurt am Main 11
Johannesburg 11
Salt Lake City 11
Trento 11
Baghdad 10
Brasília 10
Chennai 10
Helsinki 10
Hounslow 10
Napoli 10
Campinas 9
Dhaka 9
Falls Church 9
Mcallen 9
Redwood City 9
Salvador 9
Turku 9
Bremen 8
Curitiba 8
Indiana 8
Matawan 8
Quito 8
Santo André 8
Tashkent 8
Tokyo 8
Zhengzhou 8
Amman 7
Asunción 7
Haiphong 7
Halle 7
Hebei 7
Istanbul 7
Kilburn 7
Mariglianella 7
Piracicaba 7
Tappahannock 7
Acton 6
Addis Ababa 6
Belém 6
Totale 13.764
Nome #
Analytical model to predict crack width and spacing of reinforced concrete elements externally strengthened with fiber reinforced polymers 575
Bond behavior of FRP carbon plates externally bonded over steel and concrete elements: Experimental outcomes and numerical investigations 281
Assessment of non linear bond laws for Near Surface Mounted systems in concrete elements 276
Assessment of Seismic Vulnerability of a Historical Masonry Building 274
Assessment of the in-plane deformability of RC floors with traditional and innovative lightening elements in RC framed and wall structures 247
Experimental tests on FRCM strengthening systems for tuff masonry elements 246
Flexural strengthening of concrete beams with EB- FRP, SRP and SRCM: Experimental investigation 242
Effects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements 238
Bond tests of partially encased composite columns 226
Assessment of the effect of FRCM materials on the behaviour of masonry walls by means of FE models 223
Recommendation of RILEM Technical Committee 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization 219
Analytical and numerical modeling of composite-to-brick bond 218
Bond tests to evaluate the effectiveness of anchoring devices for CFRP sheets epoxy bonded over masonry elements 216
Modelling of tuff masonry walls retrofitted with inorganic matrix–grid composites 216
Assessment of performance of steel and GFRP bars as injected anchors in masonry walls 215
Efficiency of injected anchors in masonry elements: Evaluation of pull-out strength 211
Behaviour of RC buildings with large lightly reinforced walls along the perimeter 210
Bond efficiency of EBR and NSM FRP systems for strengthening of concrete members 207
Analysis of bond behavior of injected anchors in masonry elements by means of Finite Element Modeling 206
Response Prediction of RC Beams Externally Bonded with Steel Reinforced Polymers 206
Bond between EBR FRP and concrete 200
The role of adhesive stiffness on the FRP-masonry bond behavior: A round robin initiative 199
Bond behaviour of FRP NSM systems in concrete elements 196
Round Robin Test on tensile and bond behaviour of Steel Reinforced Grout systems 195
Multidisciplinary Approach to Structural/Energy Diagnosis of Historical Buildings: A Case Study 194
Use of DIC technique for investigating the behaviour of FRCM materials for strengthening masonry elements 194
Historical buildings: Multidisciplinary approach to structural/energy diagnosis and performance assessment 192
Experimental characterization of composite-to-brick masonry shear bond 191
Assessment of a bond strength model for FRP reinforcement externally bonded over masonry blocks 189
Seismic Assessment of the Bell Tower of Santa Maria del Carmine: problems and solutions 186
Sustainability of inorganic matrix-grid composites for strengthening of masonry structures 186
Experimental and numerical dynamic identification of a historic masonry bell tower accounting for different types of interaction 185
Durability issues of FRP rebars in reinforced concrete members 179
Round Robin Testing initiative for fiber reinforced polymer (FRP) reinforcement 178
Effectiveness of inorganic matrix–grid composites for strengthening masonry walls 178
Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate 178
Bond Tests on Concrete Elements with CFRP and Anchorage Systems 177
Experimental performances of RC Beams Strengthened with FRP materials 177
In situ pull-out tests of steel and GFRP injected anchors in masonry walls 176
Evaluation of frp-to-concrete anchored joints designed for frp shear-strengthened RC T-BEAMS 176
Design provisions for FRCM systems bonded to concrete and masonry elements 176
Structural investigations and modelling of the Bell Tower of Santa Maria del Carmine 175
Cracking Behaviour of RC Beams Externally Strengthened with Emerging Materials 174
In-plane deformability of RC floors: assessment of the main parameters and influence on dynamic behaviour 174
Historical, architectural and structural assessment of the Bell Tower of Santa Maria del Carmine 172
Design provisions for crack spacing and width in RC elements externally bonded with FRP 171
STATISTICAL ANALYSIS OF DEBONDING LOAD IN CONCRETE ELEMENTS EXTERNALLY STRENGTHENED WITH CFRP MATERIALS 171
Effect of the Presence of Mortar Joints in the Bond Behaviour of Tuff Masonry Elements 170
The anchorage behavior of FRP EBR in the plastic zone of RC beams 169
Bond of FRP strengthening systems for concrete structures: A Round Robin Test 168
Influence of mortar joints on the behaviour of FRP materials bonded to different masonry substrates 168
Bond of NSM FRP strengthened concrete: Round Robin Test initiative 167
Modelling of the bond behaviour of tuff elements externally bonded with FRP sheets 166
Bond Tests on Concrete T-shaped Sections Strengthened with CFRP 165
Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence 165
Non-linear analysis of the Carmine bell tower under seismic actions accounting for soil–foundation–structure interaction 164
Bond of NSM FRP strengthened concrete: Round robin test initiative 164
SSI on the Dynamic Behaviour of a Historical Masonry Building: Experimental versus Numerical Results 163
Influence of embedded through section connectors on the behavior of a new strengthening technique for concrete structures 163
Evaluation of the natural vibration frequencies of a historical masonry building accounting for SSI 160
Erratum: Assessment of a bond strength model for FRP reinforcement externally bonded over masonry blocks (Compos. Part B: Eng. (2014) 61 (147-161) DOI: 10.1016/j.compositesb.2014.01.028) 159
Debonding strength and anchorage devices for reinforced concrete elements strengthened with FRP sheets 159
Pull-out tests on injected anchors in tuff masonry elements 156
Steel–concrete bond behaviour of lightweight concrete with expanded polystyrene (EPS) 155
Performance assessment of basalt FRCM for retrofit applications on masonry 155
Modelling of the in-plane behaviour of masonry walls strengthened with polymeric grids embedded in cementitious mortar layers 151
Soil structure interaction on the dynamic behavior of two historic masonry structures 149
Assessment of the FRP-concrete bond laws for the NSM strengthening technique 149
Bond tests on tuff elements externally bonded with FRP materials 148
Modelling of bond behavior of injected anchors in masonry elements 148
Bond behaviour at the interface in concrete elements strengthened with NSM bars and strips 148
Strain assessment for the design of NSM FRP systems for the strengthening of RC members 143
Damages to masonry churches after 2016–2017 Central Italy seismic sequence and definition of fragility curves 142
FE modelling of masonry panels externally bonded with FRP grid 141
Efficiency of FRCM systems for strengthening of masonry walls 135
Experimental Tests and Modeling of Tension Stiffening in RC Ties Strengthened with FRP Laminates - Tesi di Dottorato in Ingegneria delle Strutture, XV ciclo, Università degli Studi di Napoli Federico II 134
Debonding on concrete members of laminates and NSM FRP systems 134
Experimental bond tests on concrete members strengthened with NSM FRP systems: Influence of groove dimensions and surface treatment 131
Soil-structure interaction: The case study of a masonry tower 131
Design for SLS according to fib Model Code 2010 130
Experimental results of a national technical assessment procedure on commercial FRP for structural strengthening: wet-lay-up systems 126
Comparison between design formulations and numerical results for in-plane FRCM-strengthened masonry walls 126
Evaluation of bond strength in concrete elements externally reinforced with CFRP sheets and anchoring devices 125
NSM systems 123
Effectiveness of design formulations for injected anchors in masonry elements 122
Influence of different set-up parameters on the bond behavior of FRCM composites 122
Modelling of Tension Stiffening behaviour of RC ties strengthened with FRP sheets 120
Modelling Strategies for the In-plane Behaviour of Iron-framed Masonry Structures: Parametric Analysis on Simple Panels and a Church Façade 120
Finite Element Modeling of Bond Behavior of FRP and Steel Plates 120
Bond Behavior of Steel Plates Externally Bonded on Concrete Elements 116
Design by testing of debonding load for in RC elements strengthened with EBR FRP materials 115
Strength and ductility of RC beams strengthened with FRP sheets under monotonic and cyclic loads 113
Effectiveness of composite grids embedded in mortar layers for strengthening of masonry walls 112
Soil-Structure Interaction by 3D finite element analyses 112
A formulation of plastic hinge length in R.C. columns 112
Effect of soil-foundation-structure interaction on the seismic behavior of monumental towers: the case study of the Carmine Bell Tower in Naples 110
Carmine bell tower in Napoli: prediction of soil-structure interaction under seismic actions 109
Case study: Seismic upgrade of a masonry bell tower by GFRP ties 109
Special problems 108
Bond tests on concrete elements strengthened with EBR and NSM FRP systems 107
Totale 17.268
Categoria #
all - tutte 91.585
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 91.585


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.881 0 0 0 0 0 144 403 49 96 215 104 870
2021/20221.237 129 132 54 349 70 67 96 113 73 74 59 21
2022/20231.962 281 125 125 233 190 334 39 234 259 34 69 39
2023/2024674 85 45 44 40 29 61 25 46 163 16 16 104
2024/20254.109 55 306 19 103 207 359 1.104 1.198 307 134 237 80
2025/20262.942 292 681 1.220 546 164 39 0 0 0 0 0 0
Totale 21.067