IRIS
DE LORENZIS, Laura
 Distribuzione geografica
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Continente #
EU - Europa 7.395
AS - Asia 4.099
NA - Nord America 2.893
SA - Sud America 938
AF - Africa 87
Continente sconosciuto - Info sul continente non disponibili 9
OC - Oceania 5
Totale 15.426
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Nazione #
IT - Italia 2.935
US - Stati Uniti d'America 2.783
IE - Irlanda 2.200
SG - Singapore 1.852
RU - Federazione Russa 807
BR - Brasile 784
CN - Cina 783
HK - Hong Kong 666
UA - Ucraina 518
SE - Svezia 419
VN - Vietnam 313
FI - Finlandia 177
IN - India 149
DE - Germania 113
KR - Corea 103
GB - Regno Unito 76
AR - Argentina 66
JP - Giappone 50
MX - Messico 48
CA - Canada 43
ZA - Sudafrica 40
ID - Indonesia 33
BD - Bangladesh 30
TR - Turchia 29
ES - Italia 27
IQ - Iraq 26
EC - Ecuador 24
FR - Francia 19
BE - Belgio 18
CH - Svizzera 17
CL - Cile 16
PL - Polonia 15
CO - Colombia 14
MA - Marocco 13
SN - Senegal 13
PY - Paraguay 12
CZ - Repubblica Ceca 11
NL - Olanda 11
EG - Egitto 10
PE - Perù 9
PK - Pakistan 9
UZ - Uzbekistan 9
VE - Venezuela 9
EU - Europa 8
LT - Lituania 8
DO - Repubblica Dominicana 5
AT - Austria 4
AU - Australia 4
JM - Giamaica 4
JO - Giordania 4
KZ - Kazakistan 4
QA - Qatar 4
TH - Thailandia 4
HN - Honduras 3
IR - Iran 3
KW - Kuwait 3
LB - Libano 3
MY - Malesia 3
NP - Nepal 3
PT - Portogallo 3
TN - Tunisia 3
AE - Emirati Arabi Uniti 2
AZ - Azerbaigian 2
BO - Bolivia 2
CR - Costa Rica 2
DK - Danimarca 2
DZ - Algeria 2
ET - Etiopia 2
GR - Grecia 2
IL - Israele 2
KE - Kenya 2
LU - Lussemburgo 2
NO - Norvegia 2
OM - Oman 2
PH - Filippine 2
RO - Romania 2
SA - Arabia Saudita 2
TT - Trinidad e Tobago 2
TW - Taiwan 2
UY - Uruguay 2
AL - Albania 1
AO - Angola 1
BA - Bosnia-Erzegovina 1
BG - Bulgaria 1
BS - Bahamas 1
BY - Bielorussia 1
CI - Costa d'Avorio 1
GE - Georgia 1
KG - Kirghizistan 1
MC - Monaco 1
MK - Macedonia 1
NI - Nicaragua 1
NZ - Nuova Zelanda 1
PA - Panama 1
SK - Slovacchia (Repubblica Slovacca) 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 15.426
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Città #
Lecce 2.795
Dublin 2.199
Hong Kong 576
Singapore 495
Jacksonville 319
Chandler 280
Beijing 234
Dallas 210
Moscow 195
Princeton 159
Ashburn 157
Ho Chi Minh City 124
Des Moines 113
Wayanad 110
New York 105
Seoul 103
Central District 86
São Paulo 73
Hanoi 66
Tokyo 50
Los Angeles 46
Wilmington 46
West Jordan 40
Bremen 39
Ann Arbor 36
Ogden 34
Brooklyn 28
Denver 22
Mexico City 21
Montreal 21
Rio de Janeiro 20
Boardman 19
Guangzhou 19
Atlanta 18
London 18
Chennai 17
Helsinki 17
Johannesburg 17
Munich 17
Brussels 16
St Louis 16
Brasília 15
Orem 15
Stockholm 15
Santa Clara 14
The Dalles 14
Warsaw 14
Dakar 13
Poplar 13
Biên Hòa 12
Columbus 12
Da Nang 12
Porto Alegre 12
Baghdad 11
Boston 11
Chicago 11
Phoenix 11
Santo André 11
Ankara 10
Goiânia 10
Houston 10
Kocaeli 10
Lexington 10
Kent 9
Salvador 9
Shanghai 9
Shenyang 9
Zurich 9
Curitiba 8
Fortaleza 8
Guarulhos 8
Haiphong 8
Santiago 8
Tashkent 8
Tianjin 8
Amsterdam 7
Dhaka 7
Frankfurt am Main 7
Manaus 7
Manchester 7
Milan 7
Olomouc 7
Rome 7
Seattle 7
Sorocaba 7
São José dos Campos 7
Thái Bình 7
Bari 6
Belo Horizonte 6
Casablanca 6
Falls Church 6
Guayaquil 6
Nanjing 6
Nova Iguaçu 6
San Francisco 6
Braunschweig 5
Bắc Giang 5
Cairo 5
Campinas 5
Concórdia 5
Totale 9.500
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Nome #
Anchorage Length of Near-Surface Mounted FRP Rods in Concrete 225
Strengthening of Reinforced Concrete Structures with Near Surface Mounted FRP Rods 171
A consistency study of cohesive zone models for mixed-mode debonding problems 170
Mode-I debonding of a double cantilever beam: A comparison between cohesive crack modeling and Finite Fracture Mechanics 163
A comparative evaluation of coupled mixed-mode cohesive zone laws for interfacial debonding 161
A consistency assessment of coupled cohesive zone models for mixed-mode debonding problems 161
Bond and Anchorage Length of Near-Surface Mounted FRP Rods in Concrete 160
Analytical comparison between cohesive crack modeling and finite fracture mechanics for mode-I loading conditions 160
Adaptive local refinement in isogeometric contact analyses using hierarchical B-splines 159
Bond between FRP laminates and curved concrete substrates with anchoring composite spikes 157
A modified node-to-segment algorithm passing the contact patch test 157
Coupled cohesive zone models for mixed-mode fracture: a comparative study 153
A T-Spline-based isogeometric approach to cohesive zone modeling 148
A large deformation frictional contact formulation using NURBS-based isogeometric analysis 140
A T-spline-based approach for interface debonding using cohesive zone models 139
Computational homogenization of fibrous piezoelectric materials 139
Contact mechanics and friction of layered viscoelastic sliding rough contacts: A Fourier space numerical model 138
Rolling particle lithography by soft polymer microparticles 137
Il rinforzo a taglio di pannelli murari in pietra leccese mediante tecniche innovative 132
Multiscale modeling of piezoelectric materials 132
Bond of CFRP rods in glulam members 131
Analysis and Characterization of the Mechanical Structure for the I-Tracker of the Mu2e Experiment 131
Stiffness and ductility of fibre-reinforced polymer-strengthened reinforced concrete members 130
Effect of actual distribution of applied stresses on global buckling of isotropic and transversely isotropic thin-walled members 129
Analytical and experimental study on bonded-in FRP bars in glulam timber 129
Bond of Near Surface Mounted FRP Rods in Concrete Masonry Units 129
A debonding model for superficial reinforcements under inclined loading 127
Analytical and experimental study on bonded-in CFRP bars in glulam timber 126
A general approach to buckling of FRP pultruded profiles 124
Bond of FRP laminates to concrete under impulse loading: a simple model 123
Contact mechanics of layered rough solids 123
Effect of construction details on the bond performance of NSM FRP bars in concrete 122
A Comparative Study of Models on Confinement of Concrete Cylinders with FRP Composites. Part I: Review of experiments and models 122
Analytical modeling of bond of near-surface mounted FRP reinforcement in concrete 122
Effect of Finite Deformations on the Computation of Rubber Friction 121
An innovative technique for strengthening of masonry edge vaults: experiments and modeling 120
T-spline-based isogeometric treatment of mixed-mode debonding 120
An innovative technique for strengthening of masonry edge vaults: experiments and modeling 119
A non-consistent start-up procedure for contact problems with large load-steps 118
Thermo-structural Analisys of Ceramic Vanes for Gas Turbines 117
A modified pull-out test for bond of near-surface mounted FRP rods in concrete 116
An augmented Lagrangian algorithm for contact mechanics based on linear regression 115
NURBS- and T-spline-based isogeometric cohesive zone modeling of interface debonding 115
The influence of geometrical and rheological non-linearity on the calculation of rubber friction 115
Effect of actual distribution of applied stresses on flexural-torsional buckling of steel and FRP thin-walled members: numerical examples 114
Failure of masonry arches under impulse base motion 112
Numerical study on the dynamic behavior of masonry columns and arches on buttresses with the discrete element method 111
A Comparative Study of Models on Confinement of Concrete Cylinders with FRP Composites. Part II: Performance Assessment of Models 111
Strengthening of masonry edge vaults with FRP composites 110
The node-to-segment algorithm for 2D frictionless contact: classical formulation and special cases 110
Confinement of Natural Block Masonry Columns Using Fiber Reinforced Polymer Rebars and Laminates 110
Volte a spigolo in muratura: Riduzione della spinta con fasciature in FRP 110
Anchorage length of near-surface mounted fiber-reinforced polymer bars for concrete strengthening – Experimental investigation and numerical modeling 109
Ultra-low mass drift chambers 108
Reduction of the lateral thrust of masonry arches and vaults with FRP composites 105
Flexural and Shear Strengthening of Reinforced Concrete Structures with Near Surface Mounted FRP Rods 105
A computational contact formulation based on surface potentials 105
Reduction of the lateral thrust of masonry arches and vaults with FRP composites 105
Modeling of debonding failure for RC beams strengthened in shear with NSM FRP reinforcement 104
Strengthening of steel silos with post-tensioned CFRP laminates 104
A mortar formulation for 3D large deformation contact using NURBS-based isogeometric analysis and the augmented Lagrangian method 104
Effect of the actual distribution of applied stresses on global buckling of isotropic and transversely isotropic thin-walled members: numerical examples 102
Debonding failures of RC beams strengthened with near surface mounted CFRP strips 101
Behavior and capacity of RC beams strengthened in shear with NSM FRP reinforcement 101
Valutazione teorico-sperimentale della spinta di volte a spigolo in muratura con fasciature in FRP 101
Interfacial stress analysis and prediction of debonding for a thin plate bonded to a curved substrate 101
Isogeometric large deformation frictionless contact using T-splines 100
Moment Redistribution in RC Beams Reinforced with FRP Bars 100
Behavior and capacity of CFRP–confined concrete cylinders subjected to monotonic and cyclic axial compressive load 99
Edge debonding in FRP-strengthened concrete beams: an analytical approach based on the cohesive crack model 97
Strain monitoring of RC members strengthened with smart NSM FRP bars 96
Cohesive zone modelling of interfacial stresses in plated beams 96
Optimal performance-based design of FRP jackets for seismic retrofit of reinforced concrete frames 95
Use of FRP composites to reduce the lateral thrust of masonry arches 95
FRP-confined masonry columns under axial loads: experimental results and analytical model 95
Preliminary design and optimization of a component of a drift chamber for MU2E experiment 95
Interfacial stresses in curved members bonded with a thin plate 94
Global buckling of FRP pultruded thin-walled members under axial compression 94
In-plane shear strengthening of natural masonry walls with NSM CFRP strips and FRCM overlay 94
Anchorage length of near-surface mounted fiber-reinforced polymer bars for concrete strengthening – Analytical modeling 94
Bond between Near-Surface Mounted FRP Rods and Masonry in Structural Strengthening 94
Strengthening of Glulam Beams with Externally Bonded FRP Laminates 94
Near Surface Mounted FRP Rods for Masonry Strengthening: Bond and Flexural Testing 94
Effect of the actual distribution of applied stresses on global buckling of isotropic and transversely isotropic thin-walled members: theoretical analysis 93
FRP bonded-in bars for connection of glulam members 91
Fiber-reinforced polymer for structural strengthening: post-tensioning of steel silos 91
Confinamento di pilastri in muratura mediante barre e nastri in FRP 91
Flexural-torsional buckling of isotropic and transversely isotropic thin-walled members 90
Interfacial stress analysis for thin plates bonded to curved substrates 90
Passive and Active Near Surface Mounted FRP Rods for Flexural Strengthening of RC Beams 90
Near-surface mounted FRP reinforcement: an emerging technique for strengthening structures 89
Influence of Specimen Size and Resin Type on the Behavior of FRP-Confined Concrete Cylinders 89
T-spline-based isogeometric cohesive zone modeling of interface debonding 89
Valutazione teorico-sperimentale della spinta di volte a spigolo in muratura con fasciature in FRP 89
A Hybrid Multiscale Approach for Rubber Contact 88
Collasso di archi in muratura soggetti ad accelerazione alla base 86
Failure of rectangular masonry buttresses under concentrated loading 86
Collapse of masonry arches of different shapes under constant lateral acceleration 85
Bond of fiber-reinforced polymer laminates to concrete 84
Near-surface mounted flexural strengthening of reinforced concrete beams with low concrete strength 83
Totale 11.519
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Categoria #
all - tutte 72.744
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 72.744
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021675 0 0 0 0 0 161 5 159 5 171 10 164
2021/2022550 8 1 36 34 108 4 16 47 11 4 53 228
2022/20233.325 176 160 139 69 126 157 14 103 2.285 4 50 42
2023/2024811 40 16 39 32 60 61 26 98 100 165 150 24
2024/20252.622 45 31 52 36 138 429 59 102 969 208 205 348
2025/20264.229 598 913 870 1.172 624 52 0 0 0 0 0 0
Totale 15.487