IRIS
CERONI, Francesca
 Distribuzione geografica
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Continente #
NA - Nord America 12.522
EU - Europa 5.767
AS - Asia 3.778
SA - Sud America 939
Continente sconosciuto - Info sul continente non disponibili 281
AF - Africa 125
OC - Oceania 2
Totale 23.414
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Nazione #
US - Stati Uniti d'America 12.412
RU - Federazione Russa 2.114
UA - Ucraina 1.196
SG - Singapore 1.170
VN - Vietnam 1.075
CN - Cina 1.059
BR - Brasile 732
SE - Svezia 537
GB - Regno Unito 536
DE - Germania 381
IT - Italia 352
FR - Francia 303
FI - Finlandia 124
HK - Hong Kong 91
AR - Argentina 74
IN - India 56
BD - Bangladesh 54
CZ - Repubblica Ceca 44
CA - Canada 38
IQ - Iraq 37
EC - Ecuador 32
ID - Indonesia 29
TR - Turchia 29
VE - Venezuela 29
NL - Olanda 28
EU - Europa 25
MX - Messico 25
ZA - Sudafrica 25
CO - Colombia 23
PK - Pakistan 23
PY - Paraguay 23
ES - Italia 21
IE - Irlanda 21
BE - Belgio 19
MA - Marocco 19
MY - Malesia 19
PL - Polonia 19
TN - Tunisia 17
JP - Giappone 16
EG - Egitto 15
PH - Filippine 15
UZ - Uzbekistan 15
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
CR - Costa Rica 7
IR - Iran 7
JM - Giamaica 7
AE - Emirati Arabi Uniti 6
KR - Corea 6
KZ - Kazakistan 6
AO - Angola 5
AZ - Azerbaigian 5
BO - Bolivia 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
NI - Nicaragua 3
PS - Palestinian Territory 3
RO - Romania 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
HN - Honduras 2
LB - Libano 2
LT - Lituania 2
PE - Perù 2
PR - Porto Rico 2
QA - Qatar 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
Totale 23.143
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Città #
Fairfield 1.426
Dallas 1.334
Woodbridge 1.308
Ann Arbor 964
Houston 934
Ashburn 747
Dong Ket 727
Chandler 710
Wilmington 512
Seattle 500
Cambridge 471
San Jose 417
Singapore 379
Nyköping 374
Moscow 310
Jacksonville 309
Dearborn 306
Southend 302
Boardman 236
Beijing 235
Princeton 131
Lawrence 121
Ho Chi Minh City 115
Ogden 104
Shanghai 92
Hanoi 89
Hong Kong 85
New York 79
San Diego 78
Yubileyny 78
Council Bluffs 60
Santa Clara 59
São Paulo 56
The Dalles 55
London 51
Munich 47
Columbus 46
Brno 42
Düsseldorf 41
Los Angeles 38
Norwalk 29
Naples 28
Chicago 25
Hefei 25
Jinan 24
Helsinki 22
Milan 22
Nanjing 21
Haiphong 20
Rome 20
Brussels 18
Rio de Janeiro 18
Baghdad 17
Grafing 17
Brooklyn 16
Chennai 16
San Francisco 16
Auburn Hills 15
Frattamaggiore 15
Johannesburg 15
Tashkent 14
Belo Horizonte 13
Frankfurt am Main 13
Lauterbourg 13
Riga 13
Tokyo 13
Warsaw 13
Da Nang 12
Dhaka 12
Kunming 12
Nanchang 12
Porto Alegre 12
Quito 12
Brasília 11
Salt Lake City 11
Trento 11
Addis Ababa 10
Campinas 10
Hangzhou 10
Hounslow 10
Istanbul 10
Mexico City 10
Montreal 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
Denver 8
Des Moines 8
Genoa 8
Indiana 8
Totale 14.781
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Nome #
Analytical model to predict crack width and spacing of reinforced concrete elements externally strengthened with fiber reinforced polymers 595
Bond behavior of FRP carbon plates externally bonded over steel and concrete elements: Experimental outcomes and numerical investigations 308
Assessment of non linear bond laws for Near Surface Mounted systems in concrete elements 304
Assessment of Seismic Vulnerability of a Historical Masonry Building 293
Experimental tests on FRCM strengthening systems for tuff masonry elements 260
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 245
Recommendation of RILEM Technical Committee 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization 240
Analytical and numerical modeling of composite-to-brick bond 238
Bond tests of partially encased composite columns 237
Behaviour of RC buildings with large lightly reinforced walls along the perimeter 233
Efficiency of injected anchors in masonry elements: Evaluation of pull-out strength 233
Assessment of performance of steel and GFRP bars as injected anchors in masonry walls 227
Bond tests to evaluate the effectiveness of anchoring devices for CFRP sheets epoxy bonded over masonry elements 227
Bond efficiency of EBR and NSM FRP systems for strengthening of concrete members 226
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 224
The role of adhesive stiffness on the FRP-masonry bond behavior: A round robin initiative 220
Response Prediction of RC Beams Externally Bonded with Steel Reinforced Polymers 219
Experimental and numerical dynamic identification of a historic masonry bell tower accounting for different types of interaction 217
Bond between EBR FRP and concrete 210
Round Robin Test on tensile and bond behaviour of Steel Reinforced Grout systems 209
Historical buildings: Multidisciplinary approach to structural/energy diagnosis and performance assessment 206
Evaluation of frp-to-concrete anchored joints designed for frp shear-strengthened RC T-BEAMS 206
Bond behaviour of FRP NSM systems in concrete elements 205
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 203
Assessment of a bond strength model for FRP reinforcement externally bonded over masonry blocks 201
Seismic Assessment of the Bell Tower of Santa Maria del Carmine: problems and solutions 201
Experimental characterization of composite-to-brick masonry shear bond 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
Effectiveness of inorganic matrix–grid composites for strengthening masonry walls 194
Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate 194
Round Robin Testing initiative for fiber reinforced polymer (FRP) reinforcement 191
Durability issues of FRP rebars in reinforced concrete members 190
Design provisions for FRCM systems bonded to concrete and masonry elements 189
Non-linear analysis of the Carmine bell tower under seismic actions accounting for soil–foundation–structure interaction 188
Influence of embedded through section connectors on the behavior of a new strengthening technique for concrete structures 188
In-plane deformability of RC floors: assessment of the main parameters and influence on dynamic behaviour 187
Steel–concrete bond behaviour of lightweight concrete with expanded polystyrene (EPS) 186
Experimental performances of RC Beams Strengthened with FRP materials 186
Design provisions for crack spacing and width in RC elements externally bonded with FRP 186
In situ pull-out tests of steel and GFRP injected anchors in masonry walls 186
Bond Tests on Concrete Elements with CFRP and Anchorage Systems 185
Influence of mortar joints on the behaviour of FRP materials bonded to different masonry substrates 183
STATISTICAL ANALYSIS OF DEBONDING LOAD IN CONCRETE ELEMENTS EXTERNALLY STRENGTHENED WITH CFRP MATERIALS 183
Cracking Behaviour of RC Beams Externally Strengthened with Emerging Materials 182
Bond of FRP strengthening systems for concrete structures: A Round Robin Test 182
Bond of NSM FRP strengthened concrete: Round Robin Test initiative 181
Historical, architectural and structural assessment of the Bell Tower of Santa Maria del Carmine 181
Structural investigations and modelling of the Bell Tower of Santa Maria del Carmine 180
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 176
Bond of NSM FRP strengthened concrete: Round robin test initiative 176
Modelling of the bond behaviour of tuff elements externally bonded with FRP sheets 174
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 169
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 166
Pull-out tests on injected anchors in tuff masonry elements 166
Modelling of the in-plane behaviour of masonry walls strengthened with polymeric grids embedded in cementitious mortar layers 162
Assessment of the FRP-concrete bond laws for the NSM strengthening technique 162
Bond tests on tuff elements externally bonded with FRP materials 161
Bond behaviour at the interface in concrete elements strengthened with NSM bars and strips 161
Comparison between design formulations and numerical results for in-plane FRCM-strengthened masonry walls 159
Soil structure interaction on the dynamic behavior of two historic masonry structures 158
Modelling of bond behavior of injected anchors in masonry elements 158
Strain assessment for the design of NSM FRP systems for the strengthening of RC members 155
FE modelling of masonry panels externally bonded with FRP grid 154
Experimental bond tests on concrete members strengthened with NSM FRP systems: Influence of groove dimensions and surface treatment 154
Efficiency of FRCM systems for strengthening of masonry walls 153
Damages to masonry churches after 2016–2017 Central Italy seismic sequence and definition of fragility curves 152
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 150
Debonding on concrete members of laminates and NSM FRP systems 145
Soil-structure interaction: The case study of a masonry tower 144
Finite Element Modeling of Bond Behavior of FRP and Steel Plates 143
NSM systems 142
Influence of different set-up parameters on the bond behavior of FRCM composites 142
Evaluation of bond strength in concrete elements externally reinforced with CFRP sheets and anchoring devices 141
Design for SLS according to fib Model Code 2010 141
Bond Behavior of Steel Plates Externally Bonded on Concrete Elements 141
Experimental results of a national technical assessment procedure on commercial FRP for structural strengthening: wet-lay-up systems 137
Modelling of Tension Stiffening behaviour of RC ties strengthened with FRP sheets 134
Effectiveness of design formulations for injected anchors in masonry elements 134
Modelling Strategies for the In-plane Behaviour of Iron-framed Masonry Structures: Parametric Analysis on Simple Panels and a Church Façade 132
Strength and ductility of RC beams strengthened with FRP sheets under monotonic and cyclic loads 128
Effect of soil-foundation-structure interaction on the seismic behavior of monumental towers: the case study of the Carmine Bell Tower in Naples 128
Effectiveness of composite grids embedded in mortar layers for strengthening of masonry walls 127
Soil-Structure Interaction by 3D finite element analyses 125
A formulation of plastic hinge length in R.C. columns 125
Design by testing of debonding load for in RC elements strengthened with EBR FRP materials 122
Carmine bell tower in Napoli: prediction of soil-structure interaction under seismic actions 122
Behaviour of masonry walls strengthened with fibre-reinforced cementitious materials 122
2017 Ischia earthquake: Macroscale typological and damage assessment of masonry churches 119
Special problems 118
Totale 18.740
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Categoria #
all - tutte 101.312
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 101.312
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.108 0 132 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
2025/20265.126 292 681 1.220 546 164 89 340 343 619 434 240 158
2026/2027163 121 42 0 0 0 0 0 0 0 0 0 0
Totale 23.414