IRIS
DEZI, Luigino
 Distribuzione geografica
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Continente #
NA - Nord America 7.097
EU - Europa 6.027
AS - Asia 2.077
SA - Sud America 282
AF - Africa 54
Continente sconosciuto - Info sul continente non disponibili 14
OC - Oceania 8
Totale 15.559
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Nazione #
US - Stati Uniti d'America 7.056
IT - Italia 1.476
UA - Ucraina 1.246
SG - Singapore 736
IE - Irlanda 630
RU - Federazione Russa 621
DE - Germania 561
DK - Danimarca 456
HK - Hong Kong 411
SE - Svezia 352
CN - Cina 294
TR - Turchia 285
FI - Finlandia 265
BR - Brasile 256
KR - Corea 244
FR - Francia 215
GB - Regno Unito 103
IN - India 29
CA - Canada 27
MA - Marocco 27
PL - Polonia 18
NL - Olanda 17
CI - Costa d'Avorio 16
RO - Romania 16
BE - Belgio 14
IQ - Iraq 14
JP - Giappone 14
EU - Europa 13
IR - Iran 11
MX - Messico 10
PH - Filippine 10
PT - Portogallo 9
AU - Australia 7
AR - Argentina 6
CH - Svizzera 6
ES - Italia 6
EC - Ecuador 5
PE - Perù 5
UZ - Uzbekistan 5
AT - Austria 4
UY - Uruguay 4
BD - Bangladesh 3
GR - Grecia 3
VN - Vietnam 3
ZA - Sudafrica 3
BY - Bielorussia 2
CO - Colombia 2
CZ - Repubblica Ceca 2
EG - Egitto 2
GE - Georgia 2
IL - Israele 2
KG - Kirghizistan 2
OM - Oman 2
PK - Pakistan 2
RS - Serbia 2
TN - Tunisia 2
AD - Andorra 1
AL - Albania 1
BN - Brunei Darussalam 1
BO - Bolivia 1
CL - Cile 1
DZ - Algeria 1
HN - Honduras 1
JM - Giamaica 1
JO - Giordania 1
KE - Kenya 1
KZ - Kazakistan 1
LK - Sri Lanka 1
LT - Lituania 1
NI - Nicaragua 1
NP - Nepal 1
NZ - Nuova Zelanda 1
PY - Paraguay 1
QA - Qatar 1
SA - Arabia Saudita 1
SN - Senegal 1
SV - El Salvador 1
TG - Togo 1
TW - Taiwan 1
VE - Venezuela 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 15.559
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Città #
Jacksonville 1.258
Chandler 888
Dublin 630
Boardman 599
Fairfield 421
Hong Kong 402
Ashburn 336
Singapore 309
Lawrence 258
Princeton 258
Wilmington 255
San Mateo 249
Des Moines 240
New York 210
Moscow 188
Ann Arbor 181
Woodbridge 180
Houston 158
Seattle 129
Cambridge 120
The Dalles 105
Redmond 88
Centro 81
Rome 67
Marche 58
Beijing 55
San Diego 55
Milan 45
Porto Alegre 37
Turin 32
Ancona 30
Shanghai 30
Helsinki 29
Elek 26
London 26
Ascoli Piceno 25
Bologna 25
Norwalk 25
Washington 25
Guangzhou 24
Serra 22
Santa Clara 19
Los Angeles 18
Napoli 18
São Paulo 17
Abidjan 16
Pune 16
Porto San Giorgio 15
San Marcello 15
Brussels 14
Fano 14
Dallas 13
Ottawa 12
Fayetteville 11
Genova 11
Wuhan 11
Jiaxing 10
Modena 9
Senigallia 9
Trieste 9
Brasília 8
Castelfidardo 8
Florence 8
Messina 8
Palermo 8
Redwood City 8
San Benedetto Del Tronto 8
Wuxi 8
Acquaviva 7
Aveiro 7
Falconara Marittima 7
Frankfurt am Main 7
Kilburn 7
Kraków 7
Mexico City 7
Osimo 7
Tehran 7
Belo Horizonte 6
Catania 6
Civitanova Marche 6
Falls Church 6
Hangzhou 6
Hanover 6
L'aquila 6
Munich 6
Naples 6
Padova 6
Pesaro 6
Pisa 6
Torino 6
Trento 6
Campinas 5
Cariacica 5
Chiswick 5
Cluj-Napoca 5
Iesi 5
Lovere 5
Monte San Pietrangeli 5
Salerno 5
San Francisco 5
Totale 8.692
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Nome #
Effetto shear-lag nelle travi composte con connessione flessibile 291
Alcune considerazioni sull' effetto Shear Lag nelle travi a cassone in parete sottile 251
Sustainable Engineering for Resilient Built and Natural Environments 249
An innovative seismic protection system for existing buildings: external dissipative towers 149
First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes 121
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 120
Non Uniform Bending Stress Distribution (Shear Lag) 115
Modal properties and seismic behaviour of buildings equipped with external dissipative pinned rocking braced frames 114
Finite elements for higher order steel–concrete composite beams 113
The Role of End Cross-beams on the Distribution of Seismic Induced Shear Actions on the Shear Connection in Steel-Concrete Composite Bridge Decks 111
Seismic response analysis of slender bridge piers 108
A Good Practice for the Proof Testing of Cable-Stayed Bridges 106
A higher order steel-concrete composite beam model 105
Ambient vibration tests on a reinforced concrete school building before and after retrofitting works with external steel "dissipative towers” 104
Dynamic behaviour of a retrofitted school building subjected to the after-shock sequence of the 2016 Central Italy earthquake 104
Dynamic response of composite frames with rubber-based dissipating devices: experimental tests 99
Experimental tests and numerical modelling of wall sandwich panels 98
Creep and shrinkage analysis of composite beams 95
Construction sequence modelling of continuous steel-concrete composite bridge decks 95
Viscoelastic Moment-Curvature Diagrams 91
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 91
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 91
Analytical solution for a new higher order steel-concrete composite beam model 90
Dynamic Monitoring of an Isolated Steel Arch Bridge during Static Load Test 90
Slab cracking control in composite decks by means of fractionated castings 89
A generic modelling of composite beams with longitudinal and vertical partial interaction 88
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 88
Caratterizzazione sperimentale di un sistema costruttivo a pannelli sandwich: pannelli parete 88
Experimental behaviour and numerical analysis of floor sandwich panels 88
EXTENSIONS TO CURVED PRESTRESSED CONCRETE BEAMS 87
Caratterizzazione sperimentale di un sistema costruttivo a pannelli sandwich: pannelli solaio 87
An innovative seismic protection system for existing buildings: External Dissipative Towers 87
A shear deformable steel-concrete composite beam model 86
Indagini sperimentali su due tegoli in c.a.p. dopo 18 anni di esercizio 86
Operational Modal Analysis on r.c. building for the evaluation of the dynamic changes due to retrofitting 86
Shear connection local problems in the seismic design of steel-concrete composite decks 86
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centroitalia (2016) 86
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling 86
Tests on two 18-years-old prestressed thin walled roof elements 85
A higher order finite element to analyse steel-concrete composite bridge decks 85
Campagna sperimentale sul sistema costruttivo a pannelli sandwich “concrewall” 84
Stochastic seismic analysis and comparison of alternative external dissipative systems 84
A beam finite element including shear lag effect for the time-dependent analysis of steel-concrete composite decks 84
Negative Shear Lag in Flanges of Plated Structures 83
Analysis and comparison of two different configurations of external dissipative systems 83
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 83
Algebraic methods for creep analysis of continuous composite beams 82
The Rocca Roveresca of Senigallia: seismic vulnerability of the defensive walls 82
Reduced formulation for post-elastic seismic response of dual load path bridges 82
Probabilistic Analysis for Design Assessment of Composite Girders 81
Effective width of steel-concrete composite decks 81
Damage Detection of Post-tensioned Cables in Existing Bridges with Digital Radiography 80
Simplified analysis of shrinkage and casting sequence effects in composite bridge decks 79
Precompressione nelle travi curve 79
A beam finite element for the shear-lag analysis of steel-concrete composite decks 79
Seismic behaviour of steel-concrete composite bridge decks 78
First processing and remarks on the observed damage to the churches of the Marche Region after the centre Italy earthquake 2016 78
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 77
Edificio isolato alla base - “Riflessioni sulla sicurezza sismica: verifiche di edifici esistenti di particolare rilevanza, progetti con nuove tecnologie" 76
Dynamic tests on an existing r.c. school building retrofitted with external steel "dissipative towers 76
Cyclic behaviour of a reinforced concrete braced frame with high damping rubber devices 75
I ponti misti. Stato attuale e sviluppo futuro 75
A steel-concrete composite beam accounting for shear deformability of the components 75
Considerations on the long-term behaviour of composite steel-concrete bridges 75
Static and dynamic testing of the “Filomena Delli Castelli” bridge 75
Creep Analysis for Structures with Variable Statical Scheme: A Unified Approach 74
Partial interaction analysis of multi-layered composite beams accounting for time effects 73
A beam finite element including shear-lag effect for the long term analysis of steel-concrete composite decks 73
Seismic response analysis of continuous multispan bridges with partial isolation 73
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 73
Il comportamento di telai in cemento armato tamponati 72
Application of dissipating braces forthe earthquake protection of steel concrete composite structures 72
An analytical technique for the seismic response assessment of slender bridge piers 72
Slab early cracking prevention in steel-concrete composite bridge decks - INVITED LECTURE 71
Edifici realizzati con setti e solette gettati in opera: problematiche teoriche e considerazioni critiche 71
Shear-lag effect in twin-girder composite decks 70
Analisi comparativa di nuovi modelli di viscosità e ritiro negli HPC 69
I carichi equivalenti nei ponti in curva 69
La verifica a fatica negli impalcati bitrave continui a sezione composta acciaio-calcestruzzo 69
Algebraic methods for creep analysis of continuous composite beams - Closure 69
Recycling C&DW: A Way For Closing The Concrete Loop 68
Interdependent interpolation element for shear deformable composite beams 68
Local Effects Induced by Longitudinal Forces in Composite Girders 68
Local failure mechanisms of existing steel-concrete composite decks 68
Time-dependent analysis of shear-lag effect in composite beams 67
Slab Cracking Control in Continuous Steel-Concrete Bridge Decks 67
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental result 66
Il viadotto Fontescodella a Macerata 66
Dynamic Test Based Model Calibration of an Existing R.C. School Building 66
Architectural and Structural Design of Short and Medium Span Bridges 65
In tema di predimensionamento dei ponti a cassone in calcestruzzo armato ed in calcestruzzo armato precompresso 65
Il viadotto Santa Maria sulla "bretella" di Urbino 65
Assemblaggio ripetitivo di elementi prefabbricati in c.a.: un metodo semplificato per l’analisi viscoelastica 64
Alcune considerazioni sul calcolo delle travi curve continue in c.a.p. 64
Les viaducs de la "bretelle" d’Urbino Italie 63
Time-dependent Analysis of Prestressed Composite Beams 62
Simplified Creep Analysis of Composite Beams With Flexible Connectors 62
Shear deformable steel-concrete composite beam model 61
Un metodo semplificato per l’analisi viscoelastica di strutture in calcestruzzo armato costruite per assemblaggio ripetitivo di elementi prefabbricati 61
Ponte ciclo-pedonale strallato in Cinisello Balsamo 61
Totale 8.742
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Categoria #
all - tutte 82.562
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 82.562
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020368 0 0 0 0 0 0 0 0 0 0 51 317
2020/20212.521 85 307 365 36 309 98 351 105 335 112 326 92
2021/20221.644 42 469 13 46 22 93 47 106 125 116 100 465
2022/20232.612 357 268 177 233 141 379 20 141 723 16 78 79
2023/20241.756 323 20 82 355 279 303 38 32 9 38 19 258
2024/20252.747 256 343 220 57 98 96 369 143 818 222 125 0
Totale 15.746