IRIS
CERONI, Francesca
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 12.255
EU - Europa 5.735
AS - Asia 3.481
SA - Sud America 924
AF - Africa 123
Continente sconosciuto - Info sul continente non disponibili 27
OC - Oceania 2
Totale 22.547
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 12.176
RU - Federazione Russa 2.114
UA - Ucraina 1.195
VN - Vietnam 1.068
SG - Singapore 1.063
CN - Cina 917
BR - Brasile 723
SE - Svezia 537
GB - Regno Unito 531
DE - Germania 381
IT - Italia 332
FR - Francia 302
FI - Finlandia 124
HK - Hong Kong 77
AR - Argentina 73
IN - India 53
BD - Bangladesh 49
CZ - Repubblica Ceca 44
IQ - Iraq 37
EC - Ecuador 32
TR - Turchia 29
NL - Olanda 28
VE - Venezuela 27
EU - Europa 25
ID - Indonesia 25
ZA - Sudafrica 25
CA - Canada 24
PK - Pakistan 23
PY - Paraguay 23
IE - Irlanda 21
MX - Messico 21
CO - Colombia 20
BE - Belgio 19
PL - Polonia 19
MA - Marocco 18
ES - Italia 17
TN - Tunisia 17
EG - Egitto 15
UZ - Uzbekistan 15
LV - Lettonia 14
PH - Filippine 14
JP - Giappone 13
AT - Austria 12
CL - Cile 12
HR - Croazia 12
ET - Etiopia 11
MY - Malesia 11
SA - Arabia Saudita 11
DZ - Algeria 9
JO - Giordania 9
NP - Nepal 9
GR - Grecia 8
KE - Kenya 8
PT - Portogallo 8
IR - Iran 7
SV - El Salvador 7
KR - Corea 6
KZ - Kazakistan 6
AE - Emirati Arabi Uniti 5
AO - Angola 5
AZ - Azerbaigian 5
BO - Bolivia 5
JM - Giamaica 5
KH - Cambogia 5
UY - Uruguay 5
CR - Costa Rica 4
DO - Repubblica Dominicana 4
IL - Israele 4
OM - Oman 4
BF - Burkina Faso 3
BG - Bulgaria 3
MD - Moldavia 3
PS - Palestinian Territory 3
TT - Trinidad e Tobago 3
BB - Barbados 2
CH - Svizzera 2
CI - Costa d'Avorio 2
GA - Gabon 2
GT - Guatemala 2
GY - Guiana 2
LB - Libano 2
LT - Lituania 2
NI - Nicaragua 2
PE - Perù 2
PR - Porto Rico 2
QA - Qatar 2
RO - Romania 2
TW - Taiwan 2
AL - Albania 1
AU - Australia 1
BH - Bahrain 1
BN - Brunei Darussalam 1
CD - Congo 1
CU - Cuba 1
CW - ???statistics.table.value.countryCode.CW??? 1
CY - Cipro 1
DK - Danimarca 1
GE - Georgia 1
HU - Ungheria 1
KG - Kirghizistan 1
Totale 22.532
Salva come PNG Salva come JPEG
Città #
Fairfield 1.426
Dallas 1.331
Woodbridge 1.308
Ann Arbor 964
Houston 932
Dong Ket 727
Ashburn 713
Chandler 709
Wilmington 512
Seattle 500
Cambridge 471
San Jose 397
Nyköping 374
Singapore 366
Moscow 310
Jacksonville 308
Dearborn 306
Southend 302
Boardman 235
Beijing 214
Princeton 131
Lawrence 121
Ho Chi Minh City 112
Ogden 104
Shanghai 91
Hanoi 87
San Diego 78
Yubileyny 78
New York 74
Hong Kong 72
Council Bluffs 58
São Paulo 54
The Dalles 54
London 50
Munich 47
Columbus 45
Brno 42
Düsseldorf 41
Los Angeles 36
Santa Clara 30
Norwalk 29
Naples 26
Hefei 25
Jinan 24
Chicago 22
Helsinki 22
Nanjing 21
Rome 20
Haiphong 19
Milan 19
Brussels 18
Rio de Janeiro 18
Baghdad 17
Grafing 17
Chennai 16
San Francisco 16
Auburn Hills 15
Frattamaggiore 15
Johannesburg 15
Tashkent 14
Belo Horizonte 13
Brooklyn 13
Frankfurt am Main 13
Lauterbourg 13
Riga 13
Warsaw 13
Da Nang 12
Kunming 12
Nanchang 12
Porto Alegre 12
Quito 12
Brasília 11
Dhaka 11
Salt Lake City 11
Tokyo 11
Trento 11
Addis Ababa 10
Campinas 10
Hounslow 10
Istanbul 10
Napoli 10
Asunción 9
Curitiba 9
Falls Church 9
Hải Dương 9
Mcallen 9
Redwood City 9
Salvador 9
Tunis 9
Turku 9
Amman 8
Bremen 8
Caracas 8
Genoa 8
Indiana 8
Matawan 8
Montreal 8
Nairobi 8
Santo André 8
Zagreb 8
Totale 14.602
Salva come PNG Salva come JPEG
Nome #
Analytical model to predict crack width and spacing of reinforced concrete elements externally strengthened with fiber reinforced polymers 591
Assessment of non linear bond laws for Near Surface Mounted systems in concrete elements 300
Bond behavior of FRP carbon plates externally bonded over steel and concrete elements: Experimental outcomes and numerical investigations 292
Assessment of Seismic Vulnerability of a Historical Masonry Building 291
Assessment of the in-plane deformability of RC floors with traditional and innovative lightening elements in RC framed and wall structures 257
Experimental tests on FRCM strengthening systems for tuff masonry elements 255
Flexural strengthening of concrete beams with EB- FRP, SRP and SRCM: Experimental investigation 254
Effects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements 250
Assessment of the effect of FRCM materials on the behaviour of masonry walls by means of FE models 242
Analytical and numerical modeling of composite-to-brick bond 237
Bond tests of partially encased composite columns 235
Recommendation of RILEM Technical Committee 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization 234
Efficiency of injected anchors in masonry elements: Evaluation of pull-out strength 231
Behaviour of RC buildings with large lightly reinforced walls along the perimeter 229
Assessment of performance of steel and GFRP bars as injected anchors in masonry walls 226
Bond tests to evaluate the effectiveness of anchoring devices for CFRP sheets epoxy bonded over masonry elements 225
Modelling of tuff masonry walls retrofitted with inorganic matrix–grid composites 224
Analysis of bond behavior of injected anchors in masonry elements by means of Finite Element Modeling 223
Bond efficiency of EBR and NSM FRP systems for strengthening of concrete members 220
Response Prediction of RC Beams Externally Bonded with Steel Reinforced Polymers 214
The role of adhesive stiffness on the FRP-masonry bond behavior: A round robin initiative 213
Round Robin Test on tensile and bond behaviour of Steel Reinforced Grout systems 209
Bond between EBR FRP and concrete 206
Bond behaviour of FRP NSM systems in concrete elements 205
Historical buildings: Multidisciplinary approach to structural/energy diagnosis and performance assessment 204
Use of DIC technique for investigating the behaviour of FRCM materials for strengthening masonry elements 203
Multidisciplinary Approach to Structural/Energy Diagnosis of Historical Buildings: A Case Study 200
Assessment of a bond strength model for FRP reinforcement externally bonded over masonry blocks 199
Seismic Assessment of the Bell Tower of Santa Maria del Carmine: problems and solutions 199
Experimental characterization of composite-to-brick masonry shear bond 197
Sustainability of inorganic matrix-grid composites for strengthening of masonry structures 196
Experimental and numerical dynamic identification of a historic masonry bell tower accounting for different types of interaction 195
Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate 191
Evaluation of frp-to-concrete anchored joints designed for frp shear-strengthened RC T-BEAMS 190
Effectiveness of inorganic matrix–grid composites for strengthening masonry walls 190
Round Robin Testing initiative for fiber reinforced polymer (FRP) reinforcement 189
Durability issues of FRP rebars in reinforced concrete members 188
Bond Tests on Concrete Elements with CFRP and Anchorage Systems 185
Experimental performances of RC Beams Strengthened with FRP materials 185
In situ pull-out tests of steel and GFRP injected anchors in masonry walls 185
In-plane deformability of RC floors: assessment of the main parameters and influence on dynamic behaviour 185
Cracking Behaviour of RC Beams Externally Strengthened with Emerging Materials 181
Influence of mortar joints on the behaviour of FRP materials bonded to different masonry substrates 181
Design provisions for FRCM systems bonded to concrete and masonry elements 181
STATISTICAL ANALYSIS OF DEBONDING LOAD IN CONCRETE ELEMENTS EXTERNALLY STRENGTHENED WITH CFRP MATERIALS 181
Design provisions for crack spacing and width in RC elements externally bonded with FRP 180
Structural investigations and modelling of the Bell Tower of Santa Maria del Carmine 180
Historical, architectural and structural assessment of the Bell Tower of Santa Maria del Carmine 180
Bond of FRP strengthening systems for concrete structures: A Round Robin Test 179
Bond of NSM FRP strengthened concrete: Round Robin Test initiative 178
The anchorage behavior of FRP EBR in the plastic zone of RC beams 177
Effect of the Presence of Mortar Joints in the Bond Behaviour of Tuff Masonry Elements 176
Bond Tests on Concrete T-shaped Sections Strengthened with CFRP 176
Non-linear analysis of the Carmine bell tower under seismic actions accounting for soil–foundation–structure interaction 176
Influence of embedded through section connectors on the behavior of a new strengthening technique for concrete structures 175
Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence 174
Bond of NSM FRP strengthened concrete: Round robin test initiative 174
Debonding strength and anchorage devices for reinforced concrete elements strengthened with FRP sheets 172
Modelling of the bond behaviour of tuff elements externally bonded with FRP sheets 171
Steel–concrete bond behaviour of lightweight concrete with expanded polystyrene (EPS) 170
SSI on the Dynamic Behaviour of a Historical Masonry Building: Experimental versus Numerical Results 168
Evaluation of the natural vibration frequencies of a historical masonry building accounting for SSI 166
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) 164
Performance assessment of basalt FRCM for retrofit applications on masonry 164
Pull-out tests on injected anchors in tuff masonry elements 164
Modelling of the in-plane behaviour of masonry walls strengthened with polymeric grids embedded in cementitious mortar layers 161
Assessment of the FRP-concrete bond laws for the NSM strengthening technique 161
Soil structure interaction on the dynamic behavior of two historic masonry structures 157
Bond behaviour at the interface in concrete elements strengthened with NSM bars and strips 157
Modelling of bond behavior of injected anchors in masonry elements 156
Bond tests on tuff elements externally bonded with FRP materials 155
Strain assessment for the design of NSM FRP systems for the strengthening of RC members 153
FE modelling of masonry panels externally bonded with FRP grid 151
Efficiency of FRCM systems for strengthening of masonry walls 149
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 147
Damages to masonry churches after 2016–2017 Central Italy seismic sequence and definition of fragility curves 147
Debonding on concrete members of laminates and NSM FRP systems 143
Finite Element Modeling of Bond Behavior of FRP and Steel Plates 142
Influence of different set-up parameters on the bond behavior of FRCM composites 140
Soil-structure interaction: The case study of a masonry tower 140
Design for SLS according to fib Model Code 2010 139
Evaluation of bond strength in concrete elements externally reinforced with CFRP sheets and anchoring devices 137
Experimental bond tests on concrete members strengthened with NSM FRP systems: Influence of groove dimensions and surface treatment 137
Comparison between design formulations and numerical results for in-plane FRCM-strengthened masonry walls 137
Experimental results of a national technical assessment procedure on commercial FRP for structural strengthening: wet-lay-up systems 136
Bond Behavior of Steel Plates Externally Bonded on Concrete Elements 134
Effectiveness of design formulations for injected anchors in masonry elements 132
NSM systems 131
Modelling of Tension Stiffening behaviour of RC ties strengthened with FRP sheets 129
Modelling Strategies for the In-plane Behaviour of Iron-framed Masonry Structures: Parametric Analysis on Simple Panels and a Church Façade 129
Effectiveness of composite grids embedded in mortar layers for strengthening of masonry walls 126
Strength and ductility of RC beams strengthened with FRP sheets under monotonic and cyclic loads 126
Effect of soil-foundation-structure interaction on the seismic behavior of monumental towers: the case study of the Carmine Bell Tower in Naples 125
A formulation of plastic hinge length in R.C. columns 124
Soil-Structure Interaction by 3D finite element analyses 123
Design by testing of debonding load for in RC elements strengthened with EBR FRP materials 121
Behaviour of masonry walls strengthened with fibre-reinforced cementitious materials 120
Carmine bell tower in Napoli: prediction of soil-structure interaction under seismic actions 118
2017 Ischia earthquake: Macroscale typological and damage assessment of masonry churches 116
Special problems 116
Totale 18.347
Salva come PNG Salva come JPEG
Categoria #
all - tutte 95.268
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 95.268
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.189 0 0 0 0 0 0 0 0 0 215 104 870
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
2025/20264.675 292 681 1.220 546 164 89 340 343 619 381 0 0
Totale 22.800