IRIS
CERONI, Francesca
 Distribuzione geografica
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Continente #
NA - Nord America 9.883
EU - Europa 5.388
AS - Asia 1.906
SA - Sud America 252
AF - Africa 26
Continente sconosciuto - Info sul continente non disponibili 25
Totale 17.480
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Nazione #
US - Stati Uniti d'America 9.876
RU - Federazione Russa 2.089
UA - Ucraina 1.182
VN - Vietnam 730
SG - Singapore 651
SE - Svezia 532
GB - Regno Unito 509
CN - Cina 421
DE - Germania 348
FR - Francia 262
IT - Italia 236
BR - Brasile 225
FI - Finlandia 100
CZ - Repubblica Ceca 43
EU - Europa 25
HK - Hong Kong 19
NL - Olanda 18
BE - Belgio 17
IE - Irlanda 16
AR - Argentina 10
PL - Polonia 10
TR - Turchia 9
IN - India 8
IQ - Iraq 8
PK - Pakistan 8
EG - Egitto 7
IR - Iran 7
UZ - Uzbekistan 7
BD - Bangladesh 6
GR - Grecia 6
PY - Paraguay 6
AZ - Azerbaigian 5
ES - Italia 5
KH - Cambogia 5
ZA - Sudafrica 5
CA - Canada 4
DZ - Algeria 4
HR - Croazia 4
VE - Venezuela 4
CL - Cile 3
JO - Giordania 3
KR - Corea 3
MA - Marocco 3
TN - Tunisia 3
AO - Angola 2
AT - Austria 2
CH - Svizzera 2
EC - Ecuador 2
JP - Giappone 2
LB - Libano 2
NP - Nepal 2
PH - Filippine 2
PT - Portogallo 2
RO - Romania 2
TW - Taiwan 2
AE - Emirati Arabi Uniti 1
BG - Bulgaria 1
BN - Brunei Darussalam 1
CI - Costa d'Avorio 1
CU - Cuba 1
DO - Repubblica Dominicana 1
GA - Gabon 1
GE - Georgia 1
IL - Israele 1
KZ - Kazakistan 1
LV - Lettonia 1
MX - Messico 1
OM - Oman 1
PE - Perù 1
SK - Slovacchia (Repubblica Slovacca) 1
UY - Uruguay 1
Totale 17.480
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Città #
Fairfield 1.426
Woodbridge 1.308
Ann Arbor 964
Houston 930
Dong Ket 727
Chandler 709
Ashburn 572
Wilmington 509
Seattle 500
Cambridge 471
Nyköping 374
Jacksonville 308
Dearborn 306
Moscow 305
Southend 302
Singapore 275
Boardman 235
Princeton 131
Lawrence 121
Beijing 106
Ogden 104
Shanghai 91
San Diego 78
Yubileyny 78
New York 61
Council Bluffs 48
London 48
Brno 42
Düsseldorf 41
Munich 37
Norwalk 29
Hefei 25
Jinan 24
Nanjing 21
Naples 19
Los Angeles 18
Brussels 17
Grafing 17
Hong Kong 17
São Paulo 16
Auburn Hills 15
Lauterbourg 13
Kunming 12
Milan 12
Nanchang 12
Santa Clara 12
Trento 11
Hounslow 10
Napoli 10
Rome 10
Falls Church 9
Helsinki 9
Mcallen 9
Redwood City 9
Bremen 8
Indiana 8
Matawan 8
The Dalles 8
Dallas 7
Halle 7
Hebei 7
Kilburn 7
Mariglianella 7
Tappahannock 7
Tashkent 7
Warsaw 7
Zhengzhou 7
Acton 6
Hangzhou 6
Taizhou 6
Asunción 5
Baghdad 5
Baku 5
Des Moines 5
Guangzhou 5
Phnom Penh 5
Rio de Janeiro 5
Taiyuan 5
Turin 5
Wandsworth 5
Belo Horizonte 4
Brescia 4
Catania 4
Chennai 4
Contagem 4
Haikou 4
Johannesburg 4
Lappeenranta 4
Pijnacker 4
Salvador 4
Shenyang 4
São Bernardo do Campo 4
Tianjin 4
Wuhan 4
Amman 3
Ariano Irpino 3
Bologna 3
Brasília 3
Campinas 3
Changsha 3
Totale 11.800
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Nome #
Assessment of Seismic Vulnerability of a Historical Masonry Building 247
Assessment of non linear bond laws for Near Surface Mounted systems in concrete elements 246
Bond behavior of FRP carbon plates externally bonded over steel and concrete elements: Experimental outcomes and numerical investigations 246
Experimental tests on FRCM strengthening systems for tuff masonry elements 236
Flexural strengthening of concrete beams with EB- FRP, SRP and SRCM: Experimental investigation 230
Effects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements 224
Bond tests of partially encased composite columns 215
Assessment of the in-plane deformability of RC floors with traditional and innovative lightening elements in RC framed and wall structures 215
Bond tests to evaluate the effectiveness of anchoring devices for CFRP sheets epoxy bonded over masonry elements 208
Modelling of tuff masonry walls retrofitted with inorganic matrix–grid composites 202
Bond efficiency of EBR and NSM FRP systems for strengthening of concrete members 194
Recommendation of RILEM Technical Committee 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization 193
Assessment of performance of steel and GFRP bars as injected anchors in masonry walls 192
Analytical and numerical modeling of composite-to-brick bond 191
Efficiency of injected anchors in masonry elements: Evaluation of pull-out strength 189
Response Prediction of RC Beams Externally Bonded with Steel Reinforced Polymers 188
Multidisciplinary Approach to Structural/Energy Diagnosis of Historical Buildings: A Case Study 185
The role of adhesive stiffness on the FRP-masonry bond behavior: A round robin initiative 184
Behaviour of RC buildings with large lightly reinforced walls along the perimeter 182
Experimental characterization of composite-to-brick masonry shear bond 181
Historical buildings: Multidisciplinary approach to structural/energy diagnosis and performance assessment 181
Round Robin Test on tensile and bond behaviour of Steel Reinforced Grout systems 181
Use of DIC technique for investigating the behaviour of FRCM materials for strengthening masonry elements 177
Experimental and numerical dynamic identification of a historic masonry bell tower accounting for different types of interaction 175
Assessment of the effect of FRCM materials on the behaviour of masonry walls by means of FE models 174
Bond behaviour of FRP NSM systems in concrete elements 172
Durability issues of FRP rebars in reinforced concrete members 171
Bond between EBR FRP and concrete 170
Effectiveness of inorganic matrix–grid composites for strengthening masonry walls 170
Experimental performances of RC Beams Strengthened with FRP materials 169
Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate 167
Effect of the Presence of Mortar Joints in the Bond Behaviour of Tuff Masonry Elements 166
Sustainability of inorganic matrix-grid composites for strengthening of masonry structures 166
Bond Tests on Concrete Elements with CFRP and Anchorage Systems 164
Design provisions for FRCM systems bonded to concrete and masonry elements 163
Assessment of a bond strength model for FRP reinforcement externally bonded over masonry blocks 162
Round Robin Testing initiative for fiber reinforced polymer (FRP) reinforcement 162
In situ pull-out tests of steel and GFRP injected anchors in masonry walls 162
Evaluation of frp-to-concrete anchored joints designed for frp shear-strengthened RC T-BEAMS 162
The anchorage behavior of FRP EBR in the plastic zone of RC beams 162
Design provisions for crack spacing and width in RC elements externally bonded with FRP 161
STATISTICAL ANALYSIS OF DEBONDING LOAD IN CONCRETE ELEMENTS EXTERNALLY STRENGTHENED WITH CFRP MATERIALS 161
Historical, architectural and structural assessment of the Bell Tower of Santa Maria del Carmine 161
Cracking Behaviour of RC Beams Externally Strengthened with Emerging Materials 160
Structural investigations and modelling of the Bell Tower of Santa Maria del Carmine 160
Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence 159
Bond Tests on Concrete T-shaped Sections Strengthened with CFRP 158
Evaluation of the natural vibration frequencies of a historical masonry building accounting for SSI 155
Bond of FRP strengthening systems for concrete structures: A Round Robin Test 155
Influence of mortar joints on the behaviour of FRP materials bonded to different masonry substrates 154
Bond of NSM FRP strengthened concrete: Round Robin Test initiative 153
Modelling of the bond behaviour of tuff elements externally bonded with FRP sheets 153
In-plane deformability of RC floors: assessment of the main parameters and influence on dynamic behaviour 153
Non-linear analysis of the Carmine bell tower under seismic actions accounting for soil–foundation–structure interaction 153
Seismic Assessment of the Bell Tower of Santa Maria del Carmine: problems and solutions 151
SSI on the Dynamic Behaviour of a Historical Masonry Building: Experimental versus Numerical Results 150
Bond of NSM FRP strengthened concrete: Round robin test initiative 150
Influence of embedded through section connectors on the behavior of a new strengthening technique for concrete structures 149
Debonding strength and anchorage devices for reinforced concrete elements strengthened with FRP sheets 147
Steel–concrete bond behaviour of lightweight concrete with expanded polystyrene (EPS) 146
Modelling of the in-plane behaviour of masonry walls strengthened with polymeric grids embedded in cementitious mortar layers 145
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) 145
Pull-out tests on injected anchors in tuff masonry elements 144
Analysis of bond behavior of injected anchors in masonry elements by means of Finite Element Modeling 144
Bond tests on tuff elements externally bonded with FRP materials 140
Performance assessment of basalt FRCM for retrofit applications on masonry 137
Strain assessment for the design of NSM FRP systems for the strengthening of RC members 136
Soil structure interaction on the dynamic behavior of two historic masonry structures 135
FE modelling of masonry panels externally bonded with FRP grid 129
Design for SLS according to fib Model Code 2010 122
Assessment of the FRP-concrete bond laws for the NSM strengthening technique 122
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 120
Experimental bond tests on concrete members strengthened with NSM FRP systems: Influence of groove dimensions and surface treatment 120
Modelling of bond behavior of injected anchors in masonry elements 120
Debonding on concrete members of laminates and NSM FRP systems 119
Efficiency of FRCM systems for strengthening of masonry walls 119
Soil-structure interaction: The case study of a masonry tower 118
Evaluation of bond strength in concrete elements externally reinforced with CFRP sheets and anchoring devices 115
Damages to masonry churches after 2016–2017 Central Italy seismic sequence and definition of fragility curves 113
Comparison between design formulations and numerical results for in-plane FRCM-strengthened masonry walls 112
Experimental results of a national technical assessment procedure on commercial FRP for structural strengthening: wet-lay-up systems 110
Bond behaviour at the interface in concrete elements strengthened with NSM bars and strips 110
Modelling of Tension Stiffening behaviour of RC ties strengthened with FRP sheets 107
NSM systems 107
Finite Element Modeling of Bond Behavior of FRP and Steel Plates 107
Effectiveness of composite grids embedded in mortar layers for strengthening of masonry walls 104
Effect of soil-foundation-structure interaction on the seismic behavior of monumental towers: the case study of the Carmine Bell Tower in Naples 104
Bond tests on concrete elements strengthened with EBR and NSM FRP systems 103
Special problems 103
Soil-Structure Interaction by 3D finite element analyses 102
Modelling Strategies for the In-plane Behaviour of Iron-framed Masonry Structures: Parametric Analysis on Simple Panels and a Church Façade 102
Carmine bell tower in Napoli: prediction of soil-structure interaction under seismic actions 100
Case study: Seismic upgrade of a masonry bell tower by GFRP ties 100
Strength and ductility of RC beams strengthened with FRP sheets under monotonic and cyclic loads 98
Design by testing of debonding load for in RC elements strengthened with EBR FRP materials 96
Ductility performance of RC Beams Strengthened with CFRP sheets 95
Comportamento sperimentale di elementi in polistirene espanso 93
A formulation of plastic hinge length in R.C. columns 90
Effectiveness of design formulations for injected anchors in masonry elements 90
Influence of different set-up parameters on the bond behavior of FRCM composites 90
Totale 15.179
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Categoria #
all - tutte 73.893
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 73.893
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020323 0 0 0 0 0 0 0 0 0 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
2023/2024674 85 45 44 40 29 61 25 46 163 16 16 104
2024/20253.711 55 306 19 103 207 359 1.104 1.198 307 53 0 0
Totale 17.727