CERONI, Francesca
 Distribuzione geografica
Continente #
NA - Nord America 9.519
EU - Europa 3.083
AS - Asia 1.038
Continente sconosciuto - Info sul continente non disponibili 25
AF - Africa 4
Totale 13.669
Nazione #
US - Stati Uniti d'America 9.514
UA - Ucraina 1.179
VN - Vietnam 727
SE - Svezia 531
GB - Regno Unito 504
CN - Cina 288
DE - Germania 272
FR - Francia 249
IT - Italia 181
FI - Finlandia 98
EU - Europa 25
BE - Belgio 16
IE - Irlanda 16
RU - Federazione Russa 12
NL - Olanda 9
KH - Cambogia 5
CA - Canada 4
EG - Egitto 4
GR - Grecia 4
IN - India 4
PL - Polonia 3
TR - Turchia 3
ES - Italia 2
IR - Iran 2
JP - Giappone 2
KR - Corea 2
LB - Libano 2
PT - Portogallo 2
BG - Bulgaria 1
BN - Brunei Darussalam 1
CH - Svizzera 1
CU - Cuba 1
HK - Hong Kong 1
HR - Croazia 1
IL - Israele 1
RO - Romania 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 13.669
Città #
Fairfield 1.426
Woodbridge 1.308
Ann Arbor 964
Houston 930
Dong Ket 727
Chandler 709
Ashburn 571
Wilmington 509
Seattle 500
Cambridge 471
Nyköping 374
Jacksonville 308
Dearborn 306
Southend 302
Princeton 131
Lawrence 121
Beijing 105
Ogden 104
Boardman 84
San Diego 78
New York 61
London 47
Norwalk 29
Hefei 25
Jinan 24
Düsseldorf 21
Nanjing 21
Los Angeles 18
Grafing 17
Brussels 16
Auburn Hills 15
Munich 15
Kunming 12
Nanchang 12
Trento 11
Hounslow 10
Napoli 10
Falls Church 9
Helsinki 9
Mcallen 9
Naples 9
Redwood City 9
Rome 9
Bremen 8
Indiana 8
Matawan 8
Milan 8
Halle 7
Hebei 7
Kilburn 7
Tappahannock 7
Acton 6
Taizhou 6
Des Moines 5
Hangzhou 5
Phnom Penh 5
Wandsworth 5
Catania 4
Guangzhou 4
Haikou 4
Pijnacker 4
Shenyang 4
Taiyuan 4
Tianjin 4
Wuhan 4
Ariano Irpino 3
Bologna 3
Changsha 3
Chiswick 3
Chongqing 3
Culver City 3
Lequile 3
Nanning 3
Ningbo 3
Parma 3
Quzhou 3
Sant'Egidio alla Vibrata 3
Torre Annunziata 3
Zhengzhou 3
Agrigento 2
Andover 2
Athens 2
Atlanta 2
Beirut 2
Brescia 2
Carpi 2
Castelfidardo 2
Chengdu 2
Dronten 2
Dublin 2
Groningen 2
Islington 2
Lanzhou 2
Lappeenranta 2
New Bedfont 2
Nürnberg 2
Palermo 2
Pollena Trocchia 2
Prescot 2
Redmond 2
Totale 10.654
Nome #
Assessment of non linear bond laws for Near Surface Mounted systems in concrete elements 214
Assessment of Seismic Vulnerability of a Historical Masonry Building 211
Flexural strengthening of concrete beams with EB- FRP, SRP and SRCM: Experimental investigation 210
Experimental tests on FRCM strengthening systems for tuff masonry elements 186
Bond behavior of FRP carbon plates externally bonded over steel and concrete elements: Experimental outcomes and numerical investigations 180
Modelling of tuff masonry walls retrofitted with inorganic matrix–grid composites 180
Bond tests of partially encased composite columns 175
Assessment of the in-plane deformability of RC floors with traditional and innovative lightening elements in RC framed and wall structures 174
Effects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements 173
Response Prediction of RC Beams Externally Bonded with Steel Reinforced Polymers 167
Recommendation of RILEM Technical Committee 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization 165
Multidisciplinary Approach to Structural/Energy Diagnosis of Historical Buildings: A Case Study 164
The role of adhesive stiffness on the FRP-masonry bond behavior: A round robin initiative 164
Experimental characterization of composite-to-brick masonry shear bond 161
Bond efficiency of EBR and NSM FRP systems for strengthening of concrete members 159
Efficiency of injected anchors in masonry elements: Evaluation of pull-out strength 159
Analytical and numerical modeling of composite-to-brick bond 157
Historical buildings: Multidisciplinary approach to structural/energy diagnosis and performance assessment 157
Bond tests to evaluate the effectiveness of anchoring devices for CFRP sheets epoxy bonded over masonry elements 153
Assessment of performance of steel and GFRP bars as injected anchors in masonry walls 152
Use of DIC technique for investigating the behaviour of FRCM materials for strengthening masonry elements 150
Bond Tests on Concrete Elements with CFRP and Anchorage Systems 149
Experimental performances of RC Beams Strengthened with FRP materials 148
Behaviour of RC buildings with large lightly reinforced walls along the perimeter 146
Experimental and numerical dynamic identification of a historic masonry bell tower accounting for different types of interaction 146
Durability issues of FRP rebars in reinforced concrete members 145
Effectiveness of inorganic matrix–grid composites for strengthening masonry walls 145
Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate 145
Effect of the Presence of Mortar Joints in the Bond Behaviour of Tuff Masonry Elements 144
Design provisions for FRCM systems bonded to concrete and masonry elements 143
The anchorage behavior of FRP EBR in the plastic zone of RC beams 143
Bond Tests on Concrete T-shaped Sections Strengthened with CFRP 142
Sustainability of inorganic matrix-grid composites for strengthening of masonry structures 142
STATISTICAL ANALYSIS OF DEBONDING LOAD IN CONCRETE ELEMENTS EXTERNALLY STRENGTHENED WITH CFRP MATERIALS 142
Design provisions for crack spacing and width in RC elements externally bonded with FRP 141
Cracking Behaviour of RC Beams Externally Strengthened with Emerging Materials 140
Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence 140
Assessment of the effect of FRCM materials on the behaviour of masonry walls by means of FE models 140
Bond behaviour of FRP NSM systems in concrete elements 139
In situ pull-out tests of steel and GFRP injected anchors in masonry walls 138
Evaluation of frp-to-concrete anchored joints designed for frp shear-strengthened RC T-BEAMS 138
Structural investigations and modelling of the Bell Tower of Santa Maria del Carmine 137
Historical, architectural and structural assessment of the Bell Tower of Santa Maria del Carmine 136
Bond of NSM FRP strengthened concrete: Round Robin Test initiative 135
Seismic Assessment of the Bell Tower of Santa Maria del Carmine: problems and solutions 135
Influence of mortar joints on the behaviour of FRP materials bonded to different masonry substrates 135
Bond between EBR FRP and concrete 133
Bond of NSM FRP strengthened concrete: Round robin test initiative 131
Assessment of a bond strength model for FRP reinforcement externally bonded over masonry blocks 130
Evaluation of the natural vibration frequencies of a historical masonry building accounting for SSI 130
Modelling of the bond behaviour of tuff elements externally bonded with FRP sheets 130
Influence of embedded through section connectors on the behavior of a new strengthening technique for concrete structures 130
Round Robin Testing initiative for fiber reinforced polymer (FRP) reinforcement 129
Round Robin Test on tensile and bond behaviour of Steel Reinforced Grout systems 129
Debonding strength and anchorage devices for reinforced concrete elements strengthened with FRP sheets 129
SSI on the Dynamic Behaviour of a Historical Masonry Building: Experimental versus Numerical Results 128
Steel–concrete bond behaviour of lightweight concrete with expanded polystyrene (EPS) 128
Modelling of the in-plane behaviour of masonry walls strengthened with polymeric grids embedded in cementitious mortar layers 128
Bond of FRP strengthening systems for concrete structures: A Round Robin Test 127
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) 126
Non-linear analysis of the Carmine bell tower under seismic actions accounting for soil–foundation–structure interaction 125
In-plane deformability of RC floors: assessment of the main parameters and influence on dynamic behaviour 124
Bond tests on tuff elements externally bonded with FRP materials 118
Pull-out tests on injected anchors in tuff masonry elements 118
Strain assessment for the design of NSM FRP systems for the strengthening of RC members 116
Soil structure interaction on the dynamic behavior of two historic masonry structures 113
Performance assessment of basalt FRCM for retrofit applications on masonry 112
FE modelling of masonry panels externally bonded with FRP grid 108
Design for SLS according to fib Model Code 2010 101
Soil-structure interaction: The case study of a masonry tower 99
Evaluation of bond strength in concrete elements externally reinforced with CFRP sheets and anchoring devices 96
Analysis of bond behavior of injected anchors in masonry elements by means of Finite Element Modeling 96
Efficiency of FRCM systems for strengthening of masonry walls 95
Damages to masonry churches after 2016–2017 Central Italy seismic sequence and definition of fragility curves 94
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 93
Debonding on concrete members of laminates and NSM FRP systems 92
Experimental bond tests on concrete members strengthened with NSM FRP systems: Influence of groove dimensions and surface treatment 91
Modelling of bond behavior of injected anchors in masonry elements 89
Experimental results of a national technical assessment procedure on commercial FRP for structural strengthening: wet-lay-up systems 89
Effectiveness of composite grids embedded in mortar layers for strengthening of masonry walls 87
Assessment of the FRP-concrete bond laws for the NSM strengthening technique 87
Comparison between design formulations and numerical results for in-plane FRCM-strengthened masonry walls 85
Bond tests on concrete elements strengthened with EBR and NSM FRP systems 84
Modelling of Tension Stiffening behaviour of RC ties strengthened with FRP sheets 84
Finite Element Modeling of Bond Behavior of FRP and Steel Plates 84
Special problems 83
NSM systems 82
Effect of soil-foundation-structure interaction on the seismic behavior of monumental towers: the case study of the Carmine Bell Tower in Naples 81
Case study: Seismic upgrade of a masonry bell tower by GFRP ties 81
Strength and ductility of RC beams strengthened with FRP sheets under monotonic and cyclic loads 79
Soil-Structure Interaction by 3D finite element analyses 78
Carmine bell tower in Napoli: prediction of soil-structure interaction under seismic actions 78
Design by testing of debonding load for in RC elements strengthened with EBR FRP materials 77
Bond behaviour at the interface in concrete elements strengthened with NSM bars and strips 77
Ductility performance of RC Beams Strengthened with CFRP sheets 75
Effectiveness of design formulations for injected anchors in masonry elements 70
Modelling Strategies for the In-plane Behaviour of Iron-framed Masonry Structures: Parametric Analysis on Simple Panels and a Church Façade 69
Historical, architectonic and structural investigations of the Bell Tower of Santa Maria del Carmine 68
Comportamento sperimentale di elementi in polistirene espanso 67
Experimental behaviour of composite beams under hogging bending moment 66
Totale 12.564
Categoria #
all - tutte 51.841
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 51.841


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019563 0 0 0 0 0 0 0 0 0 0 296 267
2019/20203.600 236 266 265 775 385 363 445 206 336 87 205 31
2020/20212.718 181 62 235 86 273 144 403 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
2023/2024555 85 45 44 40 29 61 25 46 163 16 1 0
Totale 13.897