FAGONE, MARIO
 Distribuzione geografica
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Continente #
NA - Nord America 8.335
EU - Europa 5.992
AS - Asia 3.320
SA - Sud America 553
AF - Africa 138
OC - Oceania 67
Continente sconosciuto - Info sul continente non disponibili 5
Totale 18.410
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Nazione #
US - Stati Uniti d'America 8.241
RU - Federazione Russa 1.619
IT - Italia 1.498
PL - Polonia 1.078
SG - Singapore 839
CN - Cina 808
HK - Hong Kong 513
BR - Brasile 440
IE - Irlanda 392
SE - Svezia 370
VN - Vietnam 346
KR - Corea 286
CH - Svizzera 209
FR - Francia 185
DE - Germania 162
IN - India 116
GB - Regno Unito 111
FI - Finlandia 102
UA - Ucraina 92
TR - Turchia 69
AU - Australia 66
BD - Bangladesh 66
ES - Italia 61
AR - Argentina 48
MA - Marocco 47
JP - Giappone 42
JO - Giordania 39
CA - Canada 38
MX - Messico 38
ID - Indonesia 37
NL - Olanda 34
IR - Iran 29
PK - Pakistan 24
EC - Ecuador 18
ZA - Sudafrica 18
BE - Belgio 17
IQ - Iraq 17
NG - Nigeria 16
CI - Costa d'Avorio 14
CO - Colombia 13
EG - Egitto 12
NP - Nepal 11
RO - Romania 11
KE - Kenya 9
PT - Portogallo 9
SA - Arabia Saudita 9
VE - Venezuela 9
HR - Croazia 8
PH - Filippine 8
UZ - Uzbekistan 8
AE - Emirati Arabi Uniti 7
CL - Cile 7
MY - Malesia 7
PE - Perù 7
KZ - Kazakistan 6
TN - Tunisia 6
TW - Taiwan 6
DZ - Algeria 5
PY - Paraguay 5
UY - Uruguay 5
AT - Austria 4
CR - Costa Rica 4
DK - Danimarca 4
GR - Grecia 4
OM - Oman 4
BY - Bielorussia 3
CZ - Repubblica Ceca 3
IL - Israele 3
JM - Giamaica 3
KG - Kirghizistan 3
LB - Libano 3
ME - Montenegro 3
SC - Seychelles 3
SI - Slovenia 3
AZ - Azerbaigian 2
BH - Bahrain 2
BJ - Benin 2
CW - ???statistics.table.value.countryCode.CW??? 2
DO - Repubblica Dominicana 2
EE - Estonia 2
HN - Honduras 2
NO - Norvegia 2
RS - Serbia 2
TH - Thailandia 2
XK - ???statistics.table.value.countryCode.XK??? 2
AL - Albania 1
AM - Armenia 1
BG - Bulgaria 1
BN - Brunei Darussalam 1
BW - Botswana 1
BZ - Belize 1
ET - Etiopia 1
EU - Europa 1
GA - Gabon 1
GE - Georgia 1
GT - Guatemala 1
GY - Guiana 1
KW - Kuwait 1
LT - Lituania 1
LY - Libia 1
Totale 18.397
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Città #
Santa Clara 3.011
Warsaw 1.073
Ashburn 726
Singapore 638
Fairfield 588
Hong Kong 427
Dublin 386
Chandler 303
Seoul 284
Woodbridge 233
Milan 224
Seattle 214
Cambridge 208
San Jose 202
Houston 201
Bern 197
Florence 177
Wilmington 177
Hefei 159
Beijing 144
Jacksonville 134
Ho Chi Minh City 124
Rome 120
The Dalles 112
Princeton 108
Lawrence 94
Los Angeles 94
Lauterbourg 92
Altamura 90
Ann Arbor 84
Buffalo 78
Hanoi 71
Moscow 70
Boardman 65
Boston 59
Medford 59
Mumbai 56
Melbourne 53
Paris 50
Council Bluffs 46
New York 45
Kent 44
Shanghai 42
Dallas 39
Tokyo 39
São Paulo 37
Izmir 35
Naples 31
Helsinki 30
Clifton 29
Atlanta 27
Casablanca 27
Redwood City 25
London 24
Munich 24
Norwalk 24
San Diego 24
Bologna 23
Turin 20
Chicago 19
Jakarta 19
Rio de Janeiro 19
Toronto 19
Valencia 18
Istanbul 16
Palermo 16
Hillsboro 15
Irbid 15
Nanjing 15
Abidjan 14
Guangzhou 14
Orem 14
Figino 13
Yubileyny 13
Abuja 12
Andover 12
Bengaluru 12
Chennai 12
Prato 12
Redondo Beach 12
Brooklyn 11
Da Nang 11
Haiphong 11
Aachen 10
Cairo 10
Padua 10
Perugia 10
West Jordan 10
Barcelona 9
Brussels 9
Catania 9
Curitiba 9
Amman 8
Bari 8
Belo Horizonte 8
Biên Hòa 8
Collecchio 8
Falls Church 8
Genoa 8
Malton 8
Totale 12.314
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Nome #
An experimental analysis about the effects of mortar joints on the efficiency of anchored CFRP-to-masonry reinforcements 398
Shear strength of brick masonry walls assembled with different types of mortar 386
Mechanical, structural and seismic behavior of rammed earth constructions 341
Weathering action on thermo-viscoelastic properties of polymer interlayers for laminated glass 328
Lower Bound Limit Analysis of Masonry Arches with CFRP Reinforcements: A Numerical Method 316
The efficiency of mechanical anchors in CFRP strengthening of masonry: an experimental analysis 311
Una tecnica di rinforzo mediante tessuto di juta di elementi strutturali in terra cruda 308
Dynamic torsion tests to characterize the thermo-viscoelastic properties of polymeric interlayers for laminated glass 300
Experimental global analysis of the efficiency of carbon fiber anchors applied over CFRP strengthened bricks 263
Finite deformation non-isotropic elasto-plasticity with evolving structural tensors. A framework 261
A Finite Element Formulation for No-Tension Materials in Finite Deformations 235
Bonding capacity of jute fabric reinforcements of earthen structural elements. An experimental analysis 231
The Groin Vaults of St. John Hospital in Jerusalem: An Experimental Analysis on a Scale Model 223
Analysis of rammed earth arches strengthened with natural fibers 221
Curved masonry pillars reinforced with anchored CFRP sheets: An experimental analysis 214
Strength evaluation of jute fabric for the reinforcement of rammed earth structures 211
Test methods for the determination of interlayer properties in laminated glass: an overview 209
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem 205
Single lap shear tests of masonry curved pillars externally strengthened by CFRP strips 201
Additive Manufacturing in Construction: a review on technologies, processes, materials and their applications of 3D and 4D printing 201
Prove di compressione diagonale e taglio su differenti tipologie di murature 197
A Finite Element Formulation for No Tension Materials in Finite Deformations 193
Analysis of the post-crack behaviour of a laminated glass beam 190
La chiesa di S. Maria del Soccorso a L'Aquila 189
Test Methods for the Determination of Interlayer Properties in Laminated Glass 186
Jute fabric as a reinforcement for rammed earth structures 185
Jute fabric to improve the mechanical properties of rammed earth constructions 184
Impact of Sunlight on the Durability of Laminated Glass Panes 178
Modelling of the bond behaviour of curved masonry specimens strengthened by CFRP with anchor spikes 177
XIV INTERNATIONAL CONFERENCE ON BUILDING PATHOLOGY AND CONSTRUCTIONS REPAIR, FLORENCE, ITALY, JUNE 20-22, 2018 173
Experimental investigation on out-of-plane behavior of masonry panels strengthened with CFRP sheets 173
Experimental shear behaviour of masonry walls reinforced with FRCM 171
Development of an interface numerical model for C-FRPs applied on flat and curved masonry pillars 170
Delamination of FRP reinforced curved masonry pillars: Experimentation and advanced numerical analyses 169
An Experimental Analysis of the Mechanical Behaviour of Anchored Cfrp-to-Masonry Reinforcements Loaded by Out-of-Plane Actions 168
The influence of the joint thickness on the adhesion between CFRP reinforcements and masonry arches 168
The effects of mortar joints on the efficiency of anchored CFRP sheets reinforcements of brick-masonry 165
Lunghezza ottimale di ancoraggio per rinforzi in FRP su elementi in laterizio 164
Analisi sperimentale di un modello in scala, rinforzato e non, del sistema di volte a crociera dell'Ospedale di St. John a Gerusalemme 164
Some considerations about the effects of the bonding length on the effectiveness of spike anchors in cfrp reinforcements of masonry 164
Coupled interface-based modelling approach for the numerical analysis of curved masonry specimens strengthened by CFRP 163
Round Robin Test on tensile and bond behaviour of Steel Reinforced Grout systems 163
Numerical Constitutive Models of Low Tensile Strength Materials for the Description of Mechanical Behavior of Rammed Earth Masonry 162
Micro-mechanical FE numerical model for masonry curved pillars reinforced with FRP strips subjected to single lap shear tests 161
Model of Anisotropic Elastoplasticity in Finite Deformations Allowing for the Evolution of the Symmetry Group 159
An analysis of CFRP-brick bonded joints 158
A comparative experimental and numerical analysis of plane-loaded masonry-brick walls 158
Numerical Analysis of the Bond Behavior of FRP Applied to Masonry Curved Substrates with Anchor Spikes 155
Some considerations on the efficiency of carbon fiber anchors applied on CFRP sheets reinforcements of masonry elements 154
Curved masonry supports strengthened with TRM materials: Advanced Fe modelling 153
Environmentally friendly additives and vegetable fiber to improve the mechanical properties and durability of rammed earth constructions 153
Peeling tests on reinforced earth specimens 152
A Numerical Model for Unilateral Materials in Finite Deformations, Part I: Large Strain Modelling and Numerical Integratoin Scheme 151
La chiesa di Santa Maria del Soccorso a L’Aquila 151
An Experimental Study on the Effectiveness of CFRP Reinforcements Applied to Curved Masonry Pillars 151
Advanced and Simplified Modeling Approaches for the Study of the Bond Behavior of FRP Systems on Curved Masonry Substrates 151
CFS rack uprights under eccentrical axial force 151
Modeling of shear-lap tests of flat and curved masonry specimens strengthened by FRCM 150
Analysis of environmental damage consequences on viscous thermo elastic properties of a polymer interlayer 150
Debonding mechanism of FRP strengthened flat surfaces: Analytical approach and closed form solution 149
Caratterizzazione meccanica delle proprietà visco termo elastiche di un intercalare polimerico mediante prove dinamiche 149
Experimental determination and numerical description of viscoelastic properties of glass interlayer 149
The dome-behavior analysis of the groin vault in the St. John Hospital in the Old City of Jerusalem 147
Innovative Fiber Optic Sensor monitoring of delamination phenomenon for FRCM reinforced curved masonry pillars 146
FRCM-to-masonry bonding behaviour in the case of curved surfaces: Experimental investigation 145
Numerical study of the effect of Post-Liquefaction settlements on the response of infilled RC-frames 145
Laminated Glass Beams Subjected to Artificial Solar Radiation 145
Experimental and numerical analyses of strengthened rammed earth masonry arches 144
A new Approach to non Isotropic Elasto-Plastic Materials 143
FE Implementation of a Finite Deformation Model for Unilateral Materials 143
Mechanical model based on a BVP for FRPs applied on flat and curved masonry pillars with anchor spikes 142
A new Numerical Scheme for Large Deformation non-Isotropic Plasticity 142
Masonry columns confined with fabric reinforced cementitious matrix (FRCM) systems: A round robin test 141
Heterogeneous FE model for single lap shear tests on FRP reinforced masonry curved pillars with spike anchors 141
About the evolution of the symmetry group of anisotropic elastoplastic materials in finite deformations 138
A Numerical Model for Unilateral Materials in Finite Deformations, Part II:Finite Element Implementation and Applications 138
The adhesion between CFRP sheet reinforcements and masonry arches: an experimental analysis 138
The Bond Behaviour of FRP and FRCM Strengthening Sheets Externally Bonded to Masonry Pillars: An Experimental Based Comparison 136
The elastic behavior of a rubber-like material for composite glass 136
Numerical Approaches for the Study of the Bond Behavior of FRP/FRCM Strengthening Systems Externally Applied to Curved Masonry Structures 135
Predictive Capability of a Finite Element Micro-Mechanical Model for Masonry Elements Reinforced Using CFRP 135
Analisi e caratterizzazione meccanica della modalità di rottura di rinforzi in CFRP su elementi in laterizio 134
Modeling of the Tensile Behavior FRCM Systems for Repair and Strengthening Interventions of Masonry Structures 132
On the evaluation of the tangent stiffness in finite deformation multiplicative elastoplasticity 130
Weathering of laminated glass - Degradation of interlayer mechanical properties 130
On the mechanical behaviour of anchored CFRP-to-masonry reinforcements 130
Experimental Study on the Local Behavior of CFRP Anchor Spikes Fixed to Masonry Substrates 129
Micro-mechanical FE modelling and constitutive parameters calibration of masonry panels strengthened with CFRP sheets 129
Influence of different set-up parameters on the bond behavior of FRCM composites 128
On the effectiveness of CFRP reinforcement of masonry panels loaded by out-of-plane actions 127
Effects of interlayer weathering on the structural behaviour of laminated glass structures 126
Caratterizzazione della modalità di rottura di elementi in laterizio fibrorinforzati: test sperimentali e simulazioni numeriche 124
The influence of the interlayer on the behaviour of laminated glass in the serviceability domain 124
Experimental characterization of the textile-to-mortar bond through distributed optical sensors 119
Mechanical behavior of structural elements in rammed earth reinforced with jute fabric 118
Mechanical behaviour of earthen structural elements reinforced with jute fabric 115
La chiesa di S. Maria del Soccorso 113
Lower Bound Limit Analysis of Masonry Arches with the CFRP Reinfocements: a numerical method 113
Aspetti Computazionali di un Modello Costutitivo per Materiali Elasto-Plastici in Deformazione Finita 113
Constitutive Model for No Tension Materials in Finite Deformations 111
Totale 17.309
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Categoria #
all - tutte 47.841
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 47.841
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022704 27 112 34 15 50 22 42 32 36 21 114 199
2022/20231.792 171 240 89 92 123 300 256 95 149 17 40 220
2023/2024692 27 74 118 36 55 55 26 109 28 63 60 41
2024/20256.118 176 491 308 702 1.854 1.553 110 327 193 137 141 126
2025/20265.316 429 724 439 511 449 186 575 375 335 418 155 720
2026/20275 5 0 0 0 0 0 0 0 0 0 0 0
Totale 18.635