IRIS
DEZI, Luigino
 Distribuzione geografica
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Continente #
NA - Nord America 7.203
EU - Europa 6.080
AS - Asia 2.265
SA - Sud America 406
AF - Africa 60
Continente sconosciuto - Info sul continente non disponibili 14
OC - Oceania 8
Totale 16.036
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Nazione #
US - Stati Uniti d'America 7.147
IT - Italia 1.488
UA - Ucraina 1.246
SG - Singapore 857
IE - Irlanda 630
RU - Federazione Russa 624
DE - Germania 572
DK - Danimarca 456
HK - Hong Kong 412
BR - Brasile 371
SE - Svezia 354
CN - Cina 333
TR - Turchia 287
FI - Finlandia 266
KR - Corea 244
FR - Francia 215
GB - Regno Unito 113
CA - Canada 34
IN - India 31
MA - Marocco 29
NL - Olanda 28
PL - Polonia 19
JP - Giappone 18
IQ - Iraq 17
RO - Romania 17
CI - Costa d'Avorio 16
BE - Belgio 14
EU - Europa 13
MX - Messico 13
IR - Iran 11
PH - Filippine 11
AR - Argentina 9
BD - Bangladesh 9
PT - Portogallo 9
AU - Australia 7
EC - Ecuador 7
ES - Italia 7
ZA - Sudafrica 7
CH - Svizzera 6
UZ - Uzbekistan 6
PE - Perù 5
UY - Uruguay 5
AT - Austria 4
HN - Honduras 4
VN - Vietnam 4
AE - Emirati Arabi Uniti 3
CL - Cile 3
GR - Grecia 3
KG - Kirghizistan 3
OM - Oman 3
SA - Arabia Saudita 3
BY - Bielorussia 2
CO - Colombia 2
CZ - Repubblica Ceca 2
EG - Egitto 2
GE - Georgia 2
IL - Israele 2
JM - Giamaica 2
PK - Pakistan 2
RS - Serbia 2
TN - Tunisia 2
VE - Venezuela 2
AD - Andorra 1
AL - Albania 1
BN - Brunei Darussalam 1
BO - Bolivia 1
DZ - Algeria 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
PA - Panama 1
PY - Paraguay 1
QA - Qatar 1
SN - Senegal 1
SV - El Salvador 1
TG - Togo 1
TW - Taiwan 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 16.036
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Città #
Jacksonville 1.258
Chandler 888
Dublin 630
Boardman 599
Singapore 425
Fairfield 421
Hong Kong 403
Ashburn 340
Lawrence 258
Princeton 258
Wilmington 255
San Mateo 249
Des Moines 240
New York 213
Moscow 188
Ann Arbor 181
Woodbridge 180
Houston 158
Seattle 130
Cambridge 120
The Dalles 105
Beijing 91
Redmond 88
Centro 81
Rome 72
Marche 58
San Diego 55
Milan 45
Porto Alegre 39
Turin 32
London 31
Ancona 30
Shanghai 30
Helsinki 29
Elek 26
Los Angeles 26
Ascoli Piceno 25
Bologna 25
Norwalk 25
Washington 25
Guangzhou 24
São Paulo 24
Serra 23
Santa Clara 22
Napoli 18
Dallas 17
Abidjan 16
Pune 16
Porto San Giorgio 15
San Marcello 15
Brussels 14
Fano 14
Munich 13
Naples 13
Ottawa 13
Belo Horizonte 12
Fayetteville 11
Genova 11
San Francisco 11
Wuhan 11
Jiaxing 10
Brasília 9
Mexico City 9
Modena 9
Senigallia 9
Trieste 9
Castelfidardo 8
Florence 8
Messina 8
Palermo 8
Redwood City 8
San Benedetto Del Tronto 8
Wuxi 8
Acquaviva 7
Aveiro 7
Brooklyn 7
Falconara Marittima 7
Frankfurt am Main 7
Kilburn 7
Kraków 7
Osimo 7
Rio de Janeiro 7
Tehran 7
Toronto 7
Boston 6
Campinas 6
Catania 6
Chicago 6
Civitanova Marche 6
Curitiba 6
Falls Church 6
Hangzhou 6
Hanover 6
L'aquila 6
Padova 6
Pesaro 6
Pisa 6
Stockholm 6
Tashkent 6
Torino 6
Totale 8.929
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Nome #
Effetto shear-lag nelle travi composte con connessione flessibile 296
Alcune considerazioni sull' effetto Shear Lag nelle travi a cassone in parete sottile 256
Sustainable Engineering for Resilient Built and Natural Environments 255
An innovative seismic protection system for existing buildings: external dissipative towers 151
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 125
First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes 125
Non Uniform Bending Stress Distribution (Shear Lag) 121
Modal properties and seismic behaviour of buildings equipped with external dissipative pinned rocking braced frames 118
Finite elements for higher order steel–concrete composite beams 115
The Role of End Cross-beams on the Distribution of Seismic Induced Shear Actions on the Shear Connection in Steel-Concrete Composite Bridge Decks 113
Seismic response analysis of slender bridge piers 112
A higher order steel-concrete composite beam model 111
A Good Practice for the Proof Testing of Cable-Stayed Bridges 109
Ambient vibration tests on a reinforced concrete school building before and after retrofitting works with external steel "dissipative towers” 106
Dynamic behaviour of a retrofitted school building subjected to the after-shock sequence of the 2016 Central Italy earthquake 105
Dynamic response of composite frames with rubber-based dissipating devices: experimental tests 102
Experimental tests and numerical modelling of wall sandwich panels 100
Creep and shrinkage analysis of composite beams 97
Construction sequence modelling of continuous steel-concrete composite bridge decks 96
Viscoelastic Moment-Curvature Diagrams 95
Slab cracking control in composite decks by means of fractionated castings 94
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 94
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 92
Dynamic Monitoring of an Isolated Steel Arch Bridge during Static Load Test 92
EXTENSIONS TO CURVED PRESTRESSED CONCRETE BEAMS 91
A generic modelling of composite beams with longitudinal and vertical partial interaction 91
Caratterizzazione sperimentale di un sistema costruttivo a pannelli sandwich: pannelli solaio 91
Caratterizzazione sperimentale di un sistema costruttivo a pannelli sandwich: pannelli parete 91
Analytical solution for a new higher order steel-concrete composite beam model 91
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 91
Experimental behaviour and numerical analysis of floor sandwich panels 89
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centroitalia (2016) 89
A beam finite element including shear lag effect for the time-dependent analysis of steel-concrete composite decks 89
A shear deformable steel-concrete composite beam model 88
Tests on two 18-years-old prestressed thin walled roof elements 88
A higher order finite element to analyse steel-concrete composite bridge decks 88
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling 88
Negative Shear Lag in Flanges of Plated Structures 87
Campagna sperimentale sul sistema costruttivo a pannelli sandwich “concrewall” 87
Indagini sperimentali su due tegoli in c.a.p. dopo 18 anni di esercizio 87
Shear connection local problems in the seismic design of steel-concrete composite decks 87
Stochastic seismic analysis and comparison of alternative external dissipative systems 87
An innovative seismic protection system for existing buildings: External Dissipative Towers 87
Effective width of steel-concrete composite decks 86
Operational Modal Analysis on r.c. building for the evaluation of the dynamic changes due to retrofitting 86
Analysis and comparison of two different configurations of external dissipative systems 85
Simplified analysis of shrinkage and casting sequence effects in composite bridge decks 84
Precompressione nelle travi curve 83
Algebraic methods for creep analysis of continuous composite beams 83
The Rocca Roveresca of Senigallia: seismic vulnerability of the defensive walls 83
Reduced formulation for post-elastic seismic response of dual load path bridges 83
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 83
Probabilistic Analysis for Design Assessment of Composite Girders 82
First processing and remarks on the observed damage to the churches of the Marche Region after the centre Italy earthquake 2016 81
Damage Detection of Post-tensioned Cables in Existing Bridges with Digital Radiography 81
Cyclic behaviour of a reinforced concrete braced frame with high damping rubber devices 80
Dynamic tests on an existing r.c. school building retrofitted with external steel "dissipative towers 80
A beam finite element for the shear-lag analysis of steel-concrete composite decks 80
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 80
Seismic behaviour of steel-concrete composite bridge decks 80
A steel-concrete composite beam accounting for shear deformability of the components 78
Edificio isolato alla base - “Riflessioni sulla sicurezza sismica: verifiche di edifici esistenti di particolare rilevanza, progetti con nuove tecnologie" 78
Creep Analysis for Structures with Variable Statical Scheme: A Unified Approach 77
A beam finite element including shear-lag effect for the long term analysis of steel-concrete composite decks 77
Partial interaction analysis of multi-layered composite beams accounting for time effects 76
I ponti misti. Stato attuale e sviluppo futuro 76
I carichi equivalenti nei ponti in curva 76
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental results 76
Considerations on the long-term behaviour of composite steel-concrete bridges 76
Static and dynamic testing of the “Filomena Delli Castelli” bridge 76
Il comportamento di telai in cemento armato tamponati 75
Edifici realizzati con setti e solette gettati in opera: problematiche teoriche e considerazioni critiche 75
Application of dissipating braces forthe earthquake protection of steel concrete composite structures 75
An analytical technique for the seismic response assessment of slender bridge piers 75
Seismic response analysis of continuous multispan bridges with partial isolation 75
Slab early cracking prevention in steel-concrete composite bridge decks - INVITED LECTURE 73
Recycling C&DW: A Way For Closing The Concrete Loop 73
Local Effects Induced by Longitudinal Forces in Composite Girders 73
Local failure mechanisms of existing steel-concrete composite decks 73
La verifica a fatica negli impalcati bitrave continui a sezione composta acciaio-calcestruzzo 72
Interdependent interpolation element for shear deformable composite beams 72
Shear-lag effect in twin-girder composite decks 72
Analisi comparativa di nuovi modelli di viscosità e ritiro negli HPC 71
Time-dependent analysis of shear-lag effect in composite beams 71
Il viadotto Fontescodella a Macerata 70
Algebraic methods for creep analysis of continuous composite beams - Closure 70
Slab Cracking Control in Continuous Steel-Concrete Bridge Decks 69
Assemblaggio ripetitivo di elementi prefabbricati in c.a.: un metodo semplificato per l’analisi viscoelastica 68
Application of HDR devices for the seismic protection of steel-concrete composite frames: experimental result 68
In tema di predimensionamento dei ponti a cassone in calcestruzzo armato ed in calcestruzzo armato precompresso 68
Il viadotto Santa Maria sulla "bretella" di Urbino 68
Architectural and Structural Design of Short and Medium Span Bridges 67
Dynamic Test Based Model Calibration of an Existing R.C. School Building 67
Les viaducs de la "bretelle" d’Urbino Italie 66
Alcune considerazioni sul calcolo delle travi curve continue in c.a.p. 66
Un modello semplificato per l'interazione struttura-fondazione 65
Torsione di travi rettangolari in c. a. in fase post fessurata 65
Time-dependent Analysis of Prestressed Composite Beams 64
Simplified Creep Analysis of Composite Beams With Flexible Connectors 64
Un metodo semplificato per l’analisi viscoelastica di strutture in calcestruzzo armato costruite per assemblaggio ripetitivo di elementi prefabbricati 63
Totale 9.026
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Categoria #
all - tutte 85.369
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 85.369
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020317 0 0 0 0 0 0 0 0 0 0 0 317
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
2024/20253.224 256 343 220 57 98 96 369 143 818 222 257 345
Totale 16.223