IRIS
CERONI, Francesca
 Distribuzione geografica
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Continente #
NA - Nord America 13.540
EU - Europa 5.857
AS - Asia 3.803
SA - Sud America 963
Continente sconosciuto - Info sul continente non disponibili 282
AF - Africa 126
OC - Oceania 2
Totale 24.573
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Nazione #
US - Stati Uniti d'America 13.356
RU - Federazione Russa 2.117
UA - Ucraina 1.197
SG - Singapore 1.176
VN - Vietnam 1.075
CN - Cina 1.061
BR - Brasile 745
GB - Regno Unito 554
SE - Svezia 537
IT - Italia 412
DE - Germania 381
FR - Francia 303
FI - Finlandia 124
HK - Hong Kong 94
CA - Canada 91
AR - Argentina 75
BD - Bangladesh 57
IN - India 56
CZ - Repubblica Ceca 44
IQ - Iraq 39
EC - Ecuador 35
VE - Venezuela 32
ID - Indonesia 29
NL - Olanda 29
TR - Turchia 29
MX - Messico 27
CO - Colombia 26
EU - Europa 25
ZA - Sudafrica 25
PK - Pakistan 23
PY - Paraguay 23
ES - Italia 21
IE - Irlanda 21
MA - Marocco 20
PL - Polonia 20
BE - Belgio 19
MY - Malesia 19
TN - Tunisia 17
JP - Giappone 16
PH - Filippine 16
EG - Egitto 15
UZ - Uzbekistan 15
LV - Lettonia 14
AT - Austria 12
CL - Cile 12
HR - Croazia 12
SV - El Salvador 12
ET - Etiopia 11
NP - Nepal 11
SA - Arabia Saudita 11
DZ - Algeria 10
GR - Grecia 10
CR - Costa Rica 9
JO - Giordania 9
AE - Emirati Arabi Uniti 8
GT - Guatemala 8
JM - Giamaica 8
KE - Kenya 8
KR - Corea 8
PT - Portogallo 8
IR - Iran 7
AZ - Azerbaigian 6
KZ - Kazakistan 6
AO - Angola 5
BO - Bolivia 5
IL - Israele 5
KH - Cambogia 5
NI - Nicaragua 5
UY - Uruguay 5
BB - Barbados 4
DO - Repubblica Dominicana 4
MD - Moldavia 4
OM - Oman 4
QA - Qatar 4
TT - Trinidad e Tobago 4
BF - Burkina Faso 3
BG - Bulgaria 3
HN - Honduras 3
PE - Perù 3
PS - Palestinian Territory 3
RO - Romania 3
CH - Svizzera 2
CI - Costa d'Avorio 2
CU - Cuba 2
CW - ???statistics.table.value.countryCode.CW??? 2
EE - Estonia 2
GA - Gabon 2
GY - Guiana 2
LB - Libano 2
LT - Lituania 2
PA - Panama 2
PR - Porto Rico 2
TW - Taiwan 2
AG - Antigua e Barbuda 1
AL - Albania 1
AU - Australia 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BZ - Belize 1
CD - Congo 1
Totale 24.299
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Città #
Fairfield 1.426
Dallas 1.335
Woodbridge 1.308
Ann Arbor 964
Houston 934
Ashburn 880
Dong Ket 727
Chandler 710
San Jose 605
Wilmington 512
Seattle 504
Cambridge 471
Singapore 380
Nyköping 374
Jacksonville 310
Moscow 310
Dearborn 306
Southend 302
Boardman 238
Beijing 236
Council Bluffs 208
Princeton 143
Lawrence 121
Ho Chi Minh City 115
Ogden 104
Shanghai 92
Hanoi 89
New York 86
Hong Kong 85
San Diego 81
Yubileyny 78
Englewood 75
Santa Clara 72
São Paulo 65
The Dalles 55
London 52
Los Angeles 50
Columbus 47
Munich 47
Brno 42
Düsseldorf 41
Naples 41
Phoenix 35
Norwalk 31
Chicago 28
Milan 27
Rome 27
Hefei 25
Elk Grove Village 24
Jinan 24
Helsinki 22
Nanjing 21
Brooklyn 20
Haiphong 20
Brussels 18
Montreal 18
Rio de Janeiro 18
Baghdad 17
Grafing 17
San Francisco 17
Chennai 16
Surprise 16
Auburn Hills 15
Frattamaggiore 15
Johannesburg 15
Tashkent 14
Toronto 14
Belo Horizonte 13
Frankfurt am Main 13
Lauterbourg 13
Riga 13
Salt Lake City 13
Tokyo 13
Warsaw 13
Brasília 12
Da Nang 12
Dhaka 12
Kunming 12
Mexico City 12
Nanchang 12
Porto Alegre 12
Quito 12
Denver 11
San Salvador 11
Trento 11
Addis Ababa 10
Campinas 10
Hangzhou 10
Hounslow 10
Istanbul 10
Napoli 10
Asunción 9
Caracas 9
Curitiba 9
Falls Church 9
Hải Dương 9
Mcallen 9
Redwood City 9
Salvador 9
Tunis 9
Totale 15.496
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Nome #
Analytical model to predict crack width and spacing of reinforced concrete elements externally strengthened with fiber reinforced polymers 602
Assessment of non linear bond laws for Near Surface Mounted systems in concrete elements 316
Bond behavior of FRP carbon plates externally bonded over steel and concrete elements: Experimental outcomes and numerical investigations 315
Assessment of Seismic Vulnerability of a Historical Masonry Building 300
Flexural strengthening of concrete beams with EB- FRP, SRP and SRCM: Experimental investigation 270
Experimental tests on FRCM strengthening systems for tuff masonry elements 267
Assessment of the in-plane deformability of RC floors with traditional and innovative lightening elements in RC framed and wall structures 265
Effects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements 263
Assessment of the effect of FRCM materials on the behaviour of masonry walls by means of FE models 254
Bond tests of partially encased composite columns 250
Recommendation of RILEM Technical Committee 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization 248
Analytical and numerical modeling of composite-to-brick bond 247
Behaviour of RC buildings with large lightly reinforced walls along the perimeter 241
Efficiency of injected anchors in masonry elements: Evaluation of pull-out strength 238
Bond efficiency of EBR and NSM FRP systems for strengthening of concrete members 237
Assessment of performance of steel and GFRP bars as injected anchors in masonry walls 234
Analysis of bond behavior of injected anchors in masonry elements by means of Finite Element Modeling 234
Bond tests to evaluate the effectiveness of anchoring devices for CFRP sheets epoxy bonded over masonry elements 230
Modelling of tuff masonry walls retrofitted with inorganic matrix–grid composites 228
The role of adhesive stiffness on the FRP-masonry bond behavior: A round robin initiative 226
Experimental and numerical dynamic identification of a historic masonry bell tower accounting for different types of interaction 225
Response Prediction of RC Beams Externally Bonded with Steel Reinforced Polymers 224
Historical buildings: Multidisciplinary approach to structural/energy diagnosis and performance assessment 217
Bond between EBR FRP and concrete 214
Evaluation of frp-to-concrete anchored joints designed for frp shear-strengthened RC T-BEAMS 214
Round Robin Test on tensile and bond behaviour of Steel Reinforced Grout systems 214
Bond behaviour of FRP NSM systems in concrete elements 211
Use of DIC technique for investigating the behaviour of FRCM materials for strengthening masonry elements 211
Experimental characterization of composite-to-brick masonry shear bond 209
Seismic Assessment of the Bell Tower of Santa Maria del Carmine: problems and solutions 207
Multidisciplinary Approach to Structural/Energy Diagnosis of Historical Buildings: A Case Study 207
Assessment of a bond strength model for FRP reinforcement externally bonded over masonry blocks 206
The anchorage behavior of FRP EBR in the plastic zone of RC beams 204
Non-linear analysis of the Carmine bell tower under seismic actions accounting for soil–foundation–structure interaction 202
Sustainability of inorganic matrix-grid composites for strengthening of masonry structures 201
Effectiveness of inorganic matrix–grid composites for strengthening masonry walls 201
Design provisions for crack spacing and width in RC elements externally bonded with FRP 199
Experimental performances of RC Beams Strengthened with FRP materials 198
Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate 198
Durability issues of FRP rebars in reinforced concrete members 197
Design provisions for FRCM systems bonded to concrete and masonry elements 196
In-plane deformability of RC floors: assessment of the main parameters and influence on dynamic behaviour 194
Round Robin Testing initiative for fiber reinforced polymer (FRP) reinforcement 193
In situ pull-out tests of steel and GFRP injected anchors in masonry walls 191
Influence of embedded through section connectors on the behavior of a new strengthening technique for concrete structures 191
Steel–concrete bond behaviour of lightweight concrete with expanded polystyrene (EPS) 190
Bond Tests on Concrete Elements with CFRP and Anchorage Systems 190
Cracking Behaviour of RC Beams Externally Strengthened with Emerging Materials 190
Bond of NSM FRP strengthened concrete: Round Robin Test initiative 189
Influence of mortar joints on the behaviour of FRP materials bonded to different masonry substrates 189
STATISTICAL ANALYSIS OF DEBONDING LOAD IN CONCRETE ELEMENTS EXTERNALLY STRENGTHENED WITH CFRP MATERIALS 188
Bond of FRP strengthening systems for concrete structures: A Round Robin Test 187
Historical, architectural and structural assessment of the Bell Tower of Santa Maria del Carmine 187
Structural investigations and modelling of the Bell Tower of Santa Maria del Carmine 185
Effect of the Presence of Mortar Joints in the Bond Behaviour of Tuff Masonry Elements 183
Bond Tests on Concrete T-shaped Sections Strengthened with CFRP 182
Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence 182
Bond of NSM FRP strengthened concrete: Round robin test initiative 182
Modelling of the bond behaviour of tuff elements externally bonded with FRP sheets 180
Debonding strength and anchorage devices for reinforced concrete elements strengthened with FRP sheets 178
Evaluation of the natural vibration frequencies of a historical masonry building accounting for SSI 176
SSI on the Dynamic Behaviour of a Historical Masonry Building: Experimental versus Numerical Results 174
Assessment of the FRP-concrete bond laws for the NSM strengthening technique 174
Performance assessment of basalt FRCM for retrofit applications on masonry 172
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) 171
Pull-out tests on injected anchors in tuff masonry elements 171
Bond tests on tuff elements externally bonded with FRP materials 170
Modelling of the in-plane behaviour of masonry walls strengthened with polymeric grids embedded in cementitious mortar layers 168
Modelling of bond behavior of injected anchors in masonry elements 167
Comparison between design formulations and numerical results for in-plane FRCM-strengthened masonry walls 167
Bond behaviour at the interface in concrete elements strengthened with NSM bars and strips 167
Soil structure interaction on the dynamic behavior of two historic masonry structures 164
Experimental bond tests on concrete members strengthened with NSM FRP systems: Influence of groove dimensions and surface treatment 161
Strain assessment for the design of NSM FRP systems for the strengthening of RC members 160
Efficiency of FRCM systems for strengthening of masonry walls 159
FE modelling of masonry panels externally bonded with FRP grid 158
Damages to masonry churches after 2016–2017 Central Italy seismic sequence and definition of fragility curves 158
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 156
Debonding on concrete members of laminates and NSM FRP systems 156
Soil-structure interaction: The case study of a masonry tower 152
Design for SLS according to fib Model Code 2010 150
Influence of different set-up parameters on the bond behavior of FRCM composites 150
Bond Behavior of Steel Plates Externally Bonded on Concrete Elements 149
Evaluation of bond strength in concrete elements externally reinforced with CFRP sheets and anchoring devices 148
NSM systems 148
Finite Element Modeling of Bond Behavior of FRP and Steel Plates 148
Modelling of Tension Stiffening behaviour of RC ties strengthened with FRP sheets 146
Experimental results of a national technical assessment procedure on commercial FRP for structural strengthening: wet-lay-up systems 141
Effectiveness of design formulations for injected anchors in masonry elements 138
Modelling Strategies for the In-plane Behaviour of Iron-framed Masonry Structures: Parametric Analysis on Simple Panels and a Church Façade 138
Strength and ductility of RC beams strengthened with FRP sheets under monotonic and cyclic loads 137
Behaviour of masonry walls strengthened with fibre-reinforced cementitious materials 135
Effect of soil-foundation-structure interaction on the seismic behavior of monumental towers: the case study of the Carmine Bell Tower in Naples 134
Design by testing of debonding load for in RC elements strengthened with EBR FRP materials 132
A formulation of plastic hinge length in R.C. columns 132
Effectiveness of composite grids embedded in mortar layers for strengthening of masonry walls 131
Soil-Structure Interaction by 3D finite element analyses 131
Traditional and innovative systems for injected anchors in masonry elements: Experimental behavior and theoretical formulations 130
Carmine bell tower in Napoli: prediction of soil-structure interaction under seismic actions 128
2017 Ischia earthquake: Macroscale typological and damage assessment of masonry churches 127
Totale 19.445
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Categoria #
all - tutte 105.919
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 105.919
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022922 0 0 0 349 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
2026/20271.322 121 110 426 665 0 0 0 0 0 0 0 0
Totale 24.573