LEONE, Marianovella
 Distribuzione geografica
Continente #
EU - Europa 5.414
AS - Asia 3.630
NA - Nord America 2.776
SA - Sud America 760
AF - Africa 128
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 3
Totale 12.721
Nazione #
US - Stati Uniti d'America 2.661
IT - Italia 1.818
SG - Singapore 1.546
IE - Irlanda 1.489
RU - Federazione Russa 745
CN - Cina 732
BR - Brasile 631
HK - Hong Kong 575
SE - Svezia 401
UA - Ucraina 315
VN - Vietnam 249
IN - India 211
DE - Germania 140
FR - Francia 136
FI - Finlandia 111
KR - Corea 90
GB - Regno Unito 83
CA - Canada 71
SN - Senegal 62
JP - Giappone 60
AR - Argentina 44
PL - Polonia 43
EC - Ecuador 36
BD - Bangladesh 34
MX - Messico 34
ES - Italia 31
TR - Turchia 31
ZA - Sudafrica 28
BE - Belgio 22
NL - Olanda 21
ID - Indonesia 17
IQ - Iraq 17
EG - Egitto 13
PY - Paraguay 13
LT - Lituania 11
CH - Svizzera 9
CO - Colombia 9
IR - Iran 9
PK - Pakistan 9
RO - Romania 9
AU - Australia 8
CL - Cile 7
CZ - Repubblica Ceca 7
MA - Marocco 7
AE - Emirati Arabi Uniti 6
JO - Giordania 6
PE - Perù 6
KZ - Kazakistan 5
UY - Uruguay 5
VE - Venezuela 5
AT - Austria 4
HR - Croazia 4
KE - Kenya 4
MY - Malesia 4
PT - Portogallo 4
SK - Slovacchia (Repubblica Slovacca) 4
TH - Thailandia 4
TN - Tunisia 4
DZ - Algeria 3
IL - Israele 3
JM - Giamaica 3
OM - Oman 3
SA - Arabia Saudita 3
BG - Bulgaria 2
BH - Bahrain 2
BO - Bolivia 2
EU - Europa 2
HN - Honduras 2
NG - Nigeria 2
NP - Nepal 2
PH - Filippine 2
TW - Taiwan 2
UZ - Uzbekistan 2
ZW - Zimbabwe 2
AF - Afghanistan, Repubblica islamica di 1
AL - Albania 1
AO - Angola 1
AZ - Azerbaigian 1
BB - Barbados 1
BN - Brunei Darussalam 1
BY - Bielorussia 1
CG - Congo 1
CR - Costa Rica 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
GY - Guiana 1
KG - Kirghizistan 1
LB - Libano 1
LV - Lettonia 1
NR - Nauru 1
NZ - Nuova Zelanda 1
RS - Serbia 1
SD - Sudan 1
SR - Suriname 1
SV - El Salvador 1
SY - Repubblica araba siriana 1
TT - Trinidad e Tobago 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 12.721
Città #
Dublin 1.489
Lecce 1.484
Hong Kong 519
Singapore 502
Beijing 241
Chandler 200
Jacksonville 192
Wayanad 165
Ashburn 158
Dallas 143
Moscow 126
Ho Chi Minh City 116
New York 113
Princeton 101
Seoul 83
Los Angeles 81
São Paulo 70
Dakar 62
Des Moines 59
Tokyo 58
Hanoi 41
Central District 39
Ann Arbor 36
Warsaw 36
Munich 31
Santa Clara 30
Wilmington 30
Atlanta 29
Montreal 29
Stockholm 29
Boardman 28
Boston 25
Taranto 24
The Dalles 24
West Jordan 24
Nuremberg 23
Ogden 23
Orem 23
Brussels 22
Denver 22
Helsinki 22
Quito 20
Rio de Janeiro 20
San Francisco 20
Brooklyn 18
Curitiba 18
Frankfurt am Main 18
Jinan 18
Chicago 16
Houston 16
Johannesburg 16
Bari 15
Columbus 15
Rome 15
Augusta 14
Brasília 14
Chennai 14
Haiphong 14
Lequile 14
London 14
Toronto 14
Baghdad 13
Falkenstein 13
Bologna 12
Shenyang 12
Amsterdam 11
Aradeo 11
Guayaquil 11
Manchester 11
Poplar 11
Ankara 10
Guarulhos 10
Leawood 10
Mexico City 10
Milan 10
Ninh Bình 10
Phoenix 10
Querétaro 10
Tianjin 10
Belo Horizonte 9
Falls Church 9
Hebei 9
Norwalk 9
Paris 9
Turku 9
Asunción 8
Central 8
Da Nang 8
Porto Alegre 8
Turin 8
Zhengzhou 8
Biên Hòa 7
Cairo 7
Guangzhou 7
Haikou 7
Hải Dương 7
Salento 7
Amman 6
Buenos Aires 6
Buffalo 6
Totale 7.232
Nome #
Go Green: Using Waste and Recycling Materials 160
Mechanical properties of concrete reinforced with recycled steel fibers: a case study 158
Application of steel fibres derived from scrap tires as reinforcement in concrete 157
Aderenza tra rinfrozi esterni in FRP e calcestruzzo – L’influenza della temperatura di esercizio 156
Bond stress-slip behavior of FRP materials bonded to masonry elements 152
Bond Behavior Between External Composite Reinforcements and Masonry Substrates 151
Steel fibers from waste tires as reinforcement in concrete: A mechanical characterization 150
Bond mechanisms between steel bars and Lightweight Rubberized Concrete from Waste Tyres 149
Influence of mortar joints on the behaviour of FRP materials bonded to different masonry substrates 148
Inverse analysis-based model for the tensile behaviour of fibre-reinforced concrete with manufactured and waste tyres recovered fibres 147
Aderenza tra barra e matrice in calcestruzzi rinforzati con fibre d’acciaio riciclate 147
Bond performances of FRP Rebars Reinforced Concrete 146
Econcrete: a feasibility study on the application of recycled steel fibers in concrete matrix 146
Fiber-reinforced concrete with low content of recycled steel fiber:Shear behaviour 145
Analisi dell’aderenza fra elementi in calcestruzzo e rinforzi in materiale composito fibrorinforzato 140
Experimental Study on Bond Behavior in Fiber-Reinforced Concrete with Low Content of Recycled Steel Fiber 137
Concrete reinforced with recycled steel fibers from end of life tires: Mix-design and application 137
Bond Between FRP (Fiber Reinforced Polymer) Sheets and Concrete: Experimental and Theoretical Study 136
Influence of infill properties on the seismic behavior of R.C. frames 136
Short and long-term behavior of steel reinforced concrete elements made with calcium sulfoaluminate cement (CSA) 136
I calcestruzzi fibrorinfrozati con fibre in acciaio da riciclo: performance meccaniche e strutturali 135
Cracking behaviour of frc flexural beams without stirrups 135
Review Study on the Durability of FRP-Confined Concrete 134
In-plane shear behaviour of BFRP reinforced masonry panels 133
Numerical modelling of diagonal compression tests on FRCM and CRM strengthened masonry panels 133
Analysis of the Interface Performance of Concrete Elements Reinforced with Synthethic, Natural and Steel FRP Materials 132
Study of the mechanical behavior of Concrete Structural elements varying the Portland Cement-CSA Ratio Used 132
Short and long-term behaviour of R.C. beams made with CSA binder 132
Experimental Analysis on Bond Behavior of GFRCM Applied on Clay Brick Masonry 131
Reuse of steel fibres from scrap tires in FRC 130
Effective stiffness in regular R/C frames subjected to seismic loads 130
Prove di taglio su calcestruzzi rinforzati con fibre metalliche da riciclo di pneumatici 129
Experimental Bond Analysis of FRC Element Reinforced with steel bars 128
Interface analysis between steel bars and recycled steel fiber reinforced concrete 128
CONCRETE REINFORCED WITH RECYCLED STEEL FIBRES FROM SCRAP TIRES: A CASE STUDY 128
Bond behavior of geopolymer concrete with steel and GFRP bars 127
Cracking analysis of fibre-reinforced polymer-reinforced concrete tension members 126
Analisi dell’aderenza tra calcestruzzo e biocompositi 126
Geopolymer Concrete Structures: Bond with Deformed Steel Bars 126
Durabilità dei materiali e degli elementi strutturali rinforzati con FRP (Fiber Reinforced Polymer) 125
Bond Behaviour of FRP Rebars embedded in Concrete 124
L’INFLUENZA DELLE TAMPONATURE SUL PERIODO ELASTICO DI TELAI ESISTENTI IN C.A. 124
Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate 122
Bond strength of rubberized concrete with deformed steel bar 121
Shear behavior of multi leafs masonry panels with transversal connections 120
The interface behavior between masonry element and GFRM (Glass Fiber Reinforced Mortar) 120
Risposta sismica di telai in C.A. con impiego di HPFRC nelle zone di nodo 118
Moisture Effects on Elastic and Viscoelastic Properties of CFRP Rebars and Vinylester Binder 117
Non-linear behaviour of masonry infilled RC frames: Influence of masonry mechanical properties 117
Utilizzo di leghe a memoria di forma per la pretensione del rinforzo in FRP di elementi inflessi in c.a. 116
Influence of alkaline environments on the mechanical properties of FRCM/CRM and their materials 116
Diagonal shear behaviour of masonry walls strengthened by FRM (fiber reinforced mortar) composites 115
Seismic vulnerability assessment of a cultural heritage castle 115
Residual Strength and Durability of Glass fiber FRCM and CRM Systems Aged in Alkaline Environments 115
Comportamento d’interfaccia di elementi in c.a. rinforzati con nastri in FRP e sottoposti ad elevate temperature di esercizio 114
Bond Behavior of Geopolymer Concrete with CFRP and GFRP Bars 112
Evaluation of the infill influence on the elastic period of existing RC frames 110
Valutazione della rigidezza di telai in c.a. soggetti ad azioni sismiche 110
The interface bahaviour between masonry elements and GFRM (Glass Fiber Reinforced Mortar) 110
The interface behavior between external FRP reinforcement and masonry 109
Round robin test for composite-to-brick shear bond characterization 108
Diagonal shear tests of full scale FRM-strengthened limestone masonry walls 107
Recommendation of RILEM Technical Committee 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization 104
Bond behavior between metallic and non-metallic bars and sustainable concrete: preliminary study 103
Risposta sismica di telai in c.a. con distribuzioni non-regolari in altezza di tamponature 103
Shear behaviour of Fiber Reinforced Mortar strengthened masonry walls built with limestone blocks and hydraulic mortar 102
Analysis of flexural behaviour of steel reinforced cement-less concrete beam 101
Influence of infill properties on ductility of RC existing frames 101
Reinforcement of concrete with carbon fibre composite by vacuum assisted resin infusion (VARI) 100
Long-term flexural response of reinforced calcium sulfoaluminate/cement concrete beams 97
Durability Aspects of Polymer Composites Materials for Concrete Repair 97
Experimental Study on the Tensile and Bond Properties of a {FRCM} System for Strengthening of Masonry Construction 94
Influence of Surface Treatments on Bond between FRP Rebars and Concrete 94
Interface experimental behavior between basalt-FRCMs and natural stones 93
Tension Stiffening Evaluation of FRP Reinforced Concrete Members 93
Interface analysis between FRP EBR system and concrete 93
Duttilità sezionale di elementi pressoinflessi in c.a. confinati con FRP: dalla teoria all’applicazione 93
Modeling of the behavior of concrete tension members reinforced with FRP rods 90
Effect of temperature on mechanical performances of CFRP rebars 90
The Influence of Service Temperature on Bond between FRP Reinforcement and Concrete 89
Tension Stiffening Evaluation of FRP Reinforced Concrete Members 88
Durability aspects of polymer composites materials for concrete repair 88
The influence of the substrate on bond between EBR and concrete 88
Masonry vaults made by calcareous stone under fire conditions 88
Modeling of masonry vaults as equivalent diaphragms 87
Experimental characterization of composite-to-brick masonry shear bond 87
Hybrid Fiber Reinforced Polymers (HFRP) for Strengthening Concrete Structures 86
On the mechanical behavior of pin-loaded hole in Thermplastic Composite Laminate (TPC) 85
Bond Strength of Geopolymer Concrete with Steel and GFRP Bars 84
Effect of Temperature on Mechanical Performances of CFRP Rebars 84
Influence of Technological Parameters on Performances of Structure Elements Strengthened with FRP Sheets 84
Structural analysis of reinforced concrete beams strengthened with externally bonded FRP sheets 84
Valutazione del rischio sismico di edifici scolastici in calcestruzzo armato mediante una Scheda di Rapid Visual Screening 84
Experimental bond analysis of concrete –FRP (Fiber Reinforced Polymer) reinforcement 83
Effect of Elevated Service Temperature on Bond Between FRP EBR System and Concrete 83
Interface analysis of concrete element reinforced with biocomposites 83
STATE OF THE ART ON BOND BETWEEN FRCM SYSTEMS AND MASONRY/CONCRETE SUBSTRATE: DATABASE ANALYSIS AND IMPROVED MODELS 82
Numerical modelling of shear bond tests on externally strengthened masonry specimens 81
Influenza del sistema di rinforzo sul comportamento meccanico di travi in c.a. rinforzate con nastri in FRP (Fiber Reinforced Polymers) 80
null 79
Totale 11.499
Categoria #
all - tutte 60.769
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 60.769


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021539 0 0 0 0 0 100 5 101 59 121 54 99
2021/2022382 7 7 15 32 57 5 9 48 18 8 29 147
2022/20232.493 108 193 101 66 64 137 7 120 1.576 10 65 46
2023/2024918 43 45 52 49 90 66 24 54 91 255 103 46
2024/20252.879 68 28 56 69 231 462 81 119 995 185 200 385
2025/20263.781 612 783 655 952 720 59 0 0 0 0 0 0
Totale 12.898