IRIS
CERONI, Francesca
 Distribuzione geografica
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Continente #
NA - Nord America 12.413
EU - Europa 5.751
AS - Asia 3.736
SA - Sud America 929
AF - Africa 125
Continente sconosciuto - Info sul continente non disponibili 27
OC - Oceania 2
Totale 22.983
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Nazione #
US - Stati Uniti d'America 12.313
RU - Federazione Russa 2.114
UA - Ucraina 1.195
SG - Singapore 1.150
VN - Vietnam 1.074
CN - Cina 1.047
BR - Brasile 726
SE - Svezia 537
GB - Regno Unito 536
DE - Germania 381
IT - Italia 342
FR - Francia 302
FI - Finlandia 124
HK - Hong Kong 86
AR - Argentina 73
IN - India 56
BD - Bangladesh 52
CZ - Repubblica Ceca 44
IQ - Iraq 37
CA - Canada 33
EC - Ecuador 32
ID - Indonesia 29
TR - Turchia 29
NL - Olanda 28
VE - Venezuela 28
EU - Europa 25
MX - Messico 25
ZA - Sudafrica 25
PK - Pakistan 23
PY - Paraguay 23
CO - Colombia 21
IE - Irlanda 21
BE - Belgio 19
MA - Marocco 19
MY - Malesia 19
PL - Polonia 19
ES - Italia 18
TN - Tunisia 17
EG - Egitto 15
PH - Filippine 15
UZ - Uzbekistan 15
JP - Giappone 14
LV - Lettonia 14
AT - Austria 12
CL - Cile 12
HR - Croazia 12
ET - Etiopia 11
NP - Nepal 11
SA - Arabia Saudita 11
DZ - Algeria 10
JO - Giordania 9
SV - El Salvador 9
GR - Grecia 8
KE - Kenya 8
PT - Portogallo 8
IR - Iran 7
AE - Emirati Arabi Uniti 6
JM - Giamaica 6
KR - Corea 6
KZ - Kazakistan 6
AO - Angola 5
AZ - Azerbaigian 5
BO - Bolivia 5
CR - Costa Rica 5
KH - Cambogia 5
UY - Uruguay 5
DO - Repubblica Dominicana 4
IL - Israele 4
OM - Oman 4
BF - Burkina Faso 3
BG - Bulgaria 3
GT - Guatemala 3
MD - Moldavia 3
PS - Palestinian Territory 3
TT - Trinidad e Tobago 3
BB - Barbados 2
CH - Svizzera 2
CI - Costa d'Avorio 2
CU - Cuba 2
GA - Gabon 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
BZ - Belize 1
CD - Congo 1
CW - ???statistics.table.value.countryCode.CW??? 1
CY - Cipro 1
DK - Danimarca 1
GE - Georgia 1
HN - Honduras 1
Totale 22.966
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Città #
Fairfield 1.426
Dallas 1.333
Woodbridge 1.308
Ann Arbor 964
Houston 933
Ashburn 733
Dong Ket 727
Chandler 710
Wilmington 512
Seattle 500
Cambridge 471
San Jose 408
Nyköping 374
Singapore 372
Moscow 310
Jacksonville 309
Dearborn 306
Southend 302
Boardman 235
Beijing 225
Princeton 131
Lawrence 121
Ho Chi Minh City 115
Ogden 104
Shanghai 92
Hanoi 89
Hong Kong 80
New York 79
San Diego 78
Yubileyny 78
Council Bluffs 60
São Paulo 55
The Dalles 54
London 51
Munich 47
Columbus 46
Brno 42
Düsseldorf 41
Santa Clara 39
Los Angeles 37
Norwalk 29
Naples 27
Hefei 25
Chicago 24
Jinan 24
Helsinki 22
Milan 21
Nanjing 21
Rome 20
Haiphong 19
Brussels 18
Rio de Janeiro 18
Baghdad 17
Grafing 17
Chennai 16
San Francisco 16
Auburn Hills 15
Frattamaggiore 15
Johannesburg 15
Brooklyn 14
Tashkent 14
Belo Horizonte 13
Frankfurt am Main 13
Lauterbourg 13
Riga 13
Warsaw 13
Da Nang 12
Dhaka 12
Kunming 12
Nanchang 12
Porto Alegre 12
Quito 12
Brasília 11
Salt Lake City 11
Tokyo 11
Trento 11
Addis Ababa 10
Campinas 10
Hangzhou 10
Hounslow 10
Istanbul 10
Mexico City 10
Napoli 10
Asunción 9
Curitiba 9
Falls Church 9
Hải Dương 9
Mcallen 9
Montreal 9
Redwood City 9
Salvador 9
Tunis 9
Turku 9
Amman 8
Bremen 8
Caracas 8
Denver 8
Des Moines 8
Genoa 8
Indiana 8
Totale 14.701
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Nome #
Analytical model to predict crack width and spacing of reinforced concrete elements externally strengthened with fiber reinforced polymers 592
Bond behavior of FRP carbon plates externally bonded over steel and concrete elements: Experimental outcomes and numerical investigations 306
Assessment of non linear bond laws for Near Surface Mounted systems in concrete elements 302
Assessment of Seismic Vulnerability of a Historical Masonry Building 293
Experimental tests on FRCM strengthening systems for tuff masonry elements 259
Assessment of the in-plane deformability of RC floors with traditional and innovative lightening elements in RC framed and wall structures 257
Flexural strengthening of concrete beams with EB- FRP, SRP and SRCM: Experimental investigation 255
Effects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements 254
Assessment of the effect of FRCM materials on the behaviour of masonry walls by means of FE models 243
Analytical and numerical modeling of composite-to-brick bond 238
Recommendation of RILEM Technical Committee 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization 237
Bond tests of partially encased composite columns 236
Efficiency of injected anchors in masonry elements: Evaluation of pull-out strength 233
Behaviour of RC buildings with large lightly reinforced walls along the perimeter 231
Bond tests to evaluate the effectiveness of anchoring devices for CFRP sheets epoxy bonded over masonry elements 227
Assessment of performance of steel and GFRP bars as injected anchors in masonry walls 226
Bond efficiency of EBR and NSM FRP systems for strengthening of concrete members 225
Modelling of tuff masonry walls retrofitted with inorganic matrix–grid composites 225
Analysis of bond behavior of injected anchors in masonry elements by means of Finite Element Modeling 223
Response Prediction of RC Beams Externally Bonded with Steel Reinforced Polymers 218
The role of adhesive stiffness on the FRP-masonry bond behavior: A round robin initiative 217
Experimental and numerical dynamic identification of a historic masonry bell tower accounting for different types of interaction 213
Round Robin Test on tensile and bond behaviour of Steel Reinforced Grout systems 209
Bond between EBR FRP and concrete 207
Bond behaviour of FRP NSM systems in concrete elements 205
Historical buildings: Multidisciplinary approach to structural/energy diagnosis and performance assessment 205
Evaluation of frp-to-concrete anchored joints designed for frp shear-strengthened RC T-BEAMS 204
Use of DIC technique for investigating the behaviour of FRCM materials for strengthening masonry elements 204
Multidisciplinary Approach to Structural/Energy Diagnosis of Historical Buildings: A Case Study 202
Experimental characterization of composite-to-brick masonry shear bond 200
Assessment of a bond strength model for FRP reinforcement externally bonded over masonry blocks 200
Seismic Assessment of the Bell Tower of Santa Maria del Carmine: problems and solutions 200
The anchorage behavior of FRP EBR in the plastic zone of RC beams 198
Sustainability of inorganic matrix-grid composites for strengthening of masonry structures 196
Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate 193
Effectiveness of inorganic matrix–grid composites for strengthening masonry walls 192
Round Robin Testing initiative for fiber reinforced polymer (FRP) reinforcement 190
Durability issues of FRP rebars in reinforced concrete members 189
Design provisions for FRCM systems bonded to concrete and masonry elements 189
In-plane deformability of RC floors: assessment of the main parameters and influence on dynamic behaviour 187
Influence of embedded through section connectors on the behavior of a new strengthening technique for concrete structures 187
Experimental performances of RC Beams Strengthened with FRP materials 186
In situ pull-out tests of steel and GFRP injected anchors in masonry walls 186
Non-linear analysis of the Carmine bell tower under seismic actions accounting for soil–foundation–structure interaction 186
Bond Tests on Concrete Elements with CFRP and Anchorage Systems 185
Design provisions for crack spacing and width in RC elements externally bonded with FRP 184
Influence of mortar joints on the behaviour of FRP materials bonded to different masonry substrates 183
Steel–concrete bond behaviour of lightweight concrete with expanded polystyrene (EPS) 182
Cracking Behaviour of RC Beams Externally Strengthened with Emerging Materials 182
STATISTICAL ANALYSIS OF DEBONDING LOAD IN CONCRETE ELEMENTS EXTERNALLY STRENGTHENED WITH CFRP MATERIALS 182
Structural investigations and modelling of the Bell Tower of Santa Maria del Carmine 180
Bond of FRP strengthening systems for concrete structures: A Round Robin Test 180
Historical, architectural and structural assessment of the Bell Tower of Santa Maria del Carmine 180
Bond of NSM FRP strengthened concrete: Round Robin Test initiative 179
Bond Tests on Concrete T-shaped Sections Strengthened with CFRP 179
Effect of the Presence of Mortar Joints in the Bond Behaviour of Tuff Masonry Elements 178
Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence 175
Bond of NSM FRP strengthened concrete: Round robin test initiative 174
Modelling of the bond behaviour of tuff elements externally bonded with FRP sheets 173
Debonding strength and anchorage devices for reinforced concrete elements strengthened with FRP sheets 172
SSI on the Dynamic Behaviour of a Historical Masonry Building: Experimental versus Numerical Results 169
Evaluation of the natural vibration frequencies of a historical masonry building accounting for SSI 168
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) 166
Performance assessment of basalt FRCM for retrofit applications on masonry 165
Pull-out tests on injected anchors in tuff masonry elements 165
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
Bond tests on tuff elements externally bonded with FRP materials 159
Bond behaviour at the interface in concrete elements strengthened with NSM bars and strips 159
Soil structure interaction on the dynamic behavior of two historic masonry structures 157
Modelling of bond behavior of injected anchors in masonry elements 157
FE modelling of masonry panels externally bonded with FRP grid 154
Strain assessment for the design of NSM FRP systems for the strengthening of RC members 154
Efficiency of FRCM systems for strengthening of masonry walls 153
Comparison between design formulations and numerical results for in-plane FRCM-strengthened masonry walls 153
Experimental bond tests on concrete members strengthened with NSM FRP systems: Influence of groove dimensions and surface treatment 152
Damages to masonry churches after 2016–2017 Central Italy seismic sequence and definition of fragility curves 151
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 149
Debonding on concrete members of laminates and NSM FRP systems 145
Finite Element Modeling of Bond Behavior of FRP and Steel Plates 143
Soil-structure interaction: The case study of a masonry tower 143
Influence of different set-up parameters on the bond behavior of FRCM composites 142
NSM systems 141
Evaluation of bond strength in concrete elements externally reinforced with CFRP sheets and anchoring devices 140
Design for SLS according to fib Model Code 2010 140
Experimental results of a national technical assessment procedure on commercial FRP for structural strengthening: wet-lay-up systems 137
Bond Behavior of Steel Plates Externally Bonded on Concrete Elements 135
Effectiveness of design formulations for injected anchors in masonry elements 134
Modelling of Tension Stiffening behaviour of RC ties strengthened with FRP sheets 133
Modelling Strategies for the In-plane Behaviour of Iron-framed Masonry Structures: Parametric Analysis on Simple Panels and a Church Façade 131
Effectiveness of composite grids embedded in mortar layers for strengthening of masonry walls 127
Strength and ductility of RC beams strengthened with FRP sheets under monotonic and cyclic loads 127
Effect of soil-foundation-structure interaction on the seismic behavior of monumental towers: the case study of the Carmine Bell Tower in Naples 127
Soil-Structure Interaction by 3D finite element analyses 125
A formulation of plastic hinge length in R.C. columns 125
Behaviour of masonry walls strengthened with fibre-reinforced cementitious materials 122
Design by testing of debonding load for in RC elements strengthened with EBR FRP materials 121
Carmine bell tower in Napoli: prediction of soil-structure interaction under seismic actions 121
2017 Ischia earthquake: Macroscale typological and damage assessment of masonry churches 119
Bond tests on concrete elements strengthened with EBR and NSM FRP systems 117
Totale 18.641
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Categoria #
all - tutte 99.106
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 99.106
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021870 0 0 0 0 0 0 0 0 0 0 0 870
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
2025/20265.112 292 681 1.220 546 164 89 340 343 619 434 240 144
Totale 23.237