LEONI, Graziano
 Distribuzione geografica
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Continente #
NA - Nord America 27.073
EU - Europa 11.450
AS - Asia 9.342
SA - Sud America 994
Continente sconosciuto - Info sul continente non disponibili 825
AF - Africa 207
OC - Oceania 44
Totale 49.935
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Nazione #
US - Stati Uniti d'America 25.947
CN - Cina 3.857
IT - Italia 3.152
SG - Singapore 2.592
RU - Federazione Russa 2.442
PL - Polonia 1.122
UA - Ucraina 877
HK - Hong Kong 873
CA - Canada 871
BR - Brasile 821
SE - Svezia 770
GB - Regno Unito 767
DE - Germania 728
VN - Vietnam 576
FR - Francia 563
FI - Finlandia 439
TR - Turchia 344
KR - Corea 322
IN - India 217
IE - Irlanda 186
ZA - Sudafrica 115
NL - Olanda 101
BD - Bangladesh 99
MX - Messico 70
JP - Giappone 69
IR - Iran 68
AR - Argentina 50
ES - Italia 50
BE - Belgio 44
EU - Europa 42
IQ - Iraq 41
CR - Costa Rica 34
AU - Australia 33
AT - Austria 30
CZ - Repubblica Ceca 30
CO - Colombia 29
PH - Filippine 28
PK - Pakistan 26
EC - Ecuador 25
MY - Malesia 24
ID - Indonesia 23
IL - Israele 22
AE - Emirati Arabi Uniti 21
LT - Lituania 21
NI - Nicaragua 21
RO - Romania 20
CL - Cile 19
PE - Perù 19
TT - Trinidad e Tobago 19
UZ - Uzbekistan 19
CH - Svizzera 18
GR - Grecia 18
GT - Guatemala 18
HN - Honduras 18
JM - Giamaica 18
SV - El Salvador 18
EG - Egitto 16
KE - Kenya 15
NG - Nigeria 14
SA - Arabia Saudita 14
DK - Danimarca 12
VE - Venezuela 12
JO - Giordania 11
MA - Marocco 11
NP - Nepal 11
NZ - Nuova Zelanda 10
PR - Porto Rico 10
PT - Portogallo 10
PY - Paraguay 10
AZ - Azerbaigian 9
HU - Ungheria 9
TW - Taiwan 9
BG - Bulgaria 8
CW - ???statistics.table.value.countryCode.CW??? 8
TN - Tunisia 8
DO - Repubblica Dominicana 7
MM - Myanmar 7
NO - Norvegia 7
OM - Oman 7
TH - Thailandia 7
AM - Armenia 6
GP - Guadalupe 6
CY - Cipro 5
KH - Cambogia 5
KZ - Kazakistan 4
LB - Libano 4
MD - Moldavia 4
PS - Palestinian Territory 4
SC - Seychelles 4
SY - Repubblica araba siriana 4
AL - Albania 3
AO - Angola 3
BB - Barbados 3
BN - Brunei Darussalam 3
BO - Bolivia 3
DZ - Algeria 3
ET - Etiopia 3
GY - Guiana 3
PA - Panama 3
RS - Serbia 3
Totale 49.104
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Città #
Ashburn 2.500
Jacksonville 2.079
San Jose 1.633
Woodbridge 1.592
Chandler 1.457
Fairfield 1.368
Singapore 1.208
Council Bluffs 1.089
Warsaw 1.020
Houston 1.000
Boardman 861
Hong Kong 844
Ann Arbor 821
Wilmington 799
Nanjing 591
Seattle 585
Beijing 548
Toronto 541
Cambridge 477
Los Angeles 448
The Dalles 416
New York 390
San Mateo 331
Dallas 322
Seoul 300
Tongling 297
Columbus 292
Princeton 288
Lawrence 282
Istanbul 262
Lauterbourg 252
Chicago 222
Ogden 222
Buffalo 212
Milan 200
Nanchang 192
St Louis 192
Ho Chi Minh City 191
Helsinki 189
Camerino 178
Dublin 175
Lachine 175
Dearborn 165
Santa Clara 153
Orem 148
Rome 146
Shanghai 136
London 130
Moscow 130
Centro 117
Kunming 115
Hanoi 114
Guangzhou 111
Shenyang 110
Marche 109
Johannesburg 108
Tianjin 105
Phoenix 102
São Paulo 83
Tavullia 82
Hebei 81
Jiaxing 81
Kraków 79
Changsha 75
Chennai 74
Munich 71
Salt Lake City 68
Napoli 67
San Diego 65
Philadelphia 62
Tokyo 62
Washington 60
Dong Ket 59
Orange 58
Hangzhou 57
Atlanta 52
Jinan 47
Pescara 46
Wuhan 45
Montreal 44
Ancona 43
Redwood City 43
Brooklyn 42
Norwalk 42
Trieste 42
Frankfurt am Main 41
Lanzhou 41
Naples 38
Florence 37
Stockholm 37
Ardabil 36
Indiana 36
Ningbo 36
San Francisco 36
Tampa 36
Miami 35
Rio de Janeiro 35
Falls Church 34
Denver 33
Brussels 32
Totale 31.213
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Nome #
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 588
Assessment of seismic vulnerability of historical defensive walls 474
Influence of shear connection distributions on the behavior of continuous steel-concrete composite beams 365
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 343
Steel-based applications in earthquake-prone areas 322
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI UNA SCAFFALATURA METALLICA INTERNA AL POLO LOGISTICO WURTH SITO NEL COMUNE DI CAPENA (ROMA) 320
Risk assessment and prevention priorities in cultural heritage preservation 306
Studi sulla rocca di Senigallia: metodi di valutazione del rischio sismico 293
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 291
An integrated Survey Experience for Assessing the Seismic Vulnerability of Senigallia’s Fortress (Italy): Documentation for Conservation and FEM Modeling 284
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 267
Analytical evaluation of impedances and kinematic response of inclined piles 262
A beam finite element for the shear-lag analysis of steel-concrete composite decks 261
An innovative seismic-resistant steel frame with reinforced concrete infill walls 253
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 251
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 251
Seismic performance of innovative steel and concrete hybrid coupled shear walls 248
Time-dependent Analysis of Prestressed Composite Beams 248
Shear-lag effects in composite beams with flexible connection 247
Controlled deformability partition wall with vibration-induced energy dissipation 246
Higher order model for the seismic response of bridge embankments 245
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 243
Un modello analitico per l’interazione cinematica di pali singoli inclinati 243
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 243
Seismic analysis of innovative hybrid steel concrete coupled walls 241
Integrated approach for seismic vulnerability analysis of historic massive defensive structures 241
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 239
Seismic assessment of stratified defensive walls with rubble stone infill 235
A model for the 3D kinematic interaction analysis of pile groups in layered soils 234
Seismic response of coupled wall-frame structures on pile foundations 231
Nonlinear seismic response analysis of an innovative steel and concrete hybrid coupled wall system 230
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 228
Nonlinear analysis and experimental behaviour of an innovative steel frame with reinforced concrete infill walls 227
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 225
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 224
Flexible connection influence on the ultimate capacity of externally prestressed composite beams 221
2D higher order model for the dynamic analysis of bridge embankments 221
Vibrations of beams prestressed by internal frictionless cables 220
Prefabricated steel structures for low-rise buildings in seismic areas (Precasteel) 217
Numerical analysis of thin walled beams with internal unbonded cables by the Ritz method 217
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 217
Banco con struttura a telai accoppiati con funzione protettiva in caso di sisma 217
Algebraic methods for creep analysis of continuous composite beams 216
Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge 215
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 214
A WINKLER MODEL FOR THE SEISMIC ANALYSIS OF STRUCTURES ON CAISSON FOUNDATIONS 213
Nonlinear seismic behaviour of wall-frame dual systems accounting for soil-structure interaction 213
Ductile design of innovative steel and concrete hybrid coupled walls 213
Analysis of an innovative solution for steel frames with reinforced concrete infill walls 213
Displacement-based formulations for composite beams with longitudinal slip and vertical uplift 212
Thin walled beams with internal unbonded cables: balance conditions and stability 211
Early age shrinkage and casting sequence effects in composite steel-concrete girders 209
Analysis of shear connection design methods in continuous steel-concrete composite beams 209
Latest developments in research, standardization and practice: A workshop on composite structures, TUD, Delft, 20 October 2016, in honour of Prof. Riccardo Zandonini, chairman of TC11 209
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 209
SEISMIC DESIGN AND PRELIMINARY ANALISES OF A MODULAR HYBRID STEEL-CONCRETE WALL 207
Empirical predictive model for seismic damage of historical churches 207
New insight on the seismic hazard of Monterubbiano (Marche Region) 206
Modified Aaem Method For Composite Beams With Post-connected Slab 205
A comparative study on the time-dependent analysis of composite beams using available modelling techniques 205
Definizione Linee Guida e redazione del Piano di Ricostruzione del centro storico di Tempera, Comune di L'Aquila 204
Nonlinear Seismic Analysis of Innovative Hybrid-Coupled Shear Walls 204
A generic modelling of composite beams with longitudinal and vertical partial interaction 203
Slab Cracking Control in Continuous Steel-Concrete Bridge Decks 201
A higher order steel-concrete composite beam model 201
Partial interaction analysis of composite beams by means of the finite difference method, the finite element method, the direct stiffness method and the analytical solution: a comparative study 199
Static equivalent method for the kinematic interaction analysis of single piles 198
A beam finite element including shear lag effect for the time-dependent analysis of steel-concrete composite decks 197
A higher order finite element to analyse steel-concrete composite bridge decks 197
Conceptual design of a pedestrian bridge by means of topology optimization 196
SUPPORT SYSTEM FOR PARTITION WALLS 196
A beam finite element including shear-lag effect for the long-term analysis of steel-concrete composite decks 193
Experimental and numerical modal analysis of a historical masonry bridge 193
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 193
Local Effects Induced by Longitudinal Forces in Composite Girders 192
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 191
Studi sulla vulnerabilità sismica della rocca di Senigallia 191
Kinematic bending moments in pile foundations 189
Time-dependent analysis of shear-lag effect in composite beams 189
First results of long-term monitoring of Portico Varano in the Camerino Ducal Palace (Italy) 189
Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study 188
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 188
Dynamic analysis of pile foundation in layered soils 186
SUMMER SCHOOL - LABORATORIO PER IL PATRIMONIO CULTURALE POST SISMA 2016-17 Analisi strutturali e diagnostiche, Soluzioni Innovative e Tecnologie Digitali 186
Slab cracking control in continuous steel-concrete bridge decks 185
Creep and shrinkage analysis of composite beams 185
Nonlinear seismic analysis of innovative steel and concrete hybrid coupled shear walls in OpenSees 184
Design expressions for the effective width of composite steel-concrete members 184
Analysis of shear connection distributions in continuous steel-concrete composite beams 183
State of the art on the time-dependent behaviour of composite steel-concrete structures 183
Effects of soil-pile-structure interaction on the non-linear seismic response of coupled wall-frame structures 182
Long term analysis of externally prestressed composite beams 182
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 182
Partial Interaction Analysis With Shear-lag Effects of Composite Bridges: A Finite Element Implementation For Design Applications 181
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 181
Dynamic response of composite frames with rubber-based dissipating devices: experimental tests 180
Soil-structure interaction in the seismic response of an isolated three span motorway overcrossing founded on piles 179
Kinematic interaction and rocking effects on the seismic response of viaducts on pile foundations 179
Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study 179
Alcune considerazioni sui solidi prismatici con cavi interni scorrevoli 178
Totale 22.536
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Categoria #
all - tutte 206.203
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 206.203
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.722 0 0 0 112 204 129 111 179 215 215 250 307
2022/20233.693 337 93 115 577 454 543 30 273 705 178 278 110
2023/20242.823 453 151 183 89 146 318 124 62 384 112 104 697
2024/20258.420 349 282 786 371 243 344 639 2.042 595 603 421 1.745
2025/202610.387 691 633 883 1.292 1.149 817 1.886 623 554 912 551 396
2026/20274.464 844 482 1.217 1.921 0 0 0 0 0 0 0 0
Totale 49.935