LEONI, Graziano
 Distribuzione geografica
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Continente #
NA - Nord America 20.250
EU - Europa 10.163
AS - Asia 7.689
SA - Sud America 879
AF - Africa 77
Continente sconosciuto - Info sul continente non disponibili 45
OC - Oceania 40
Totale 39.143
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Nazione #
US - Stati Uniti d'America 19.414
CN - Cina 3.546
IT - Italia 2.516
RU - Federazione Russa 2.433
SG - Singapore 2.091
PL - Polonia 1.108
UA - Ucraina 872
SE - Svezia 766
CA - Canada 765
BR - Brasile 757
HK - Hong Kong 755
DE - Germania 676
GB - Regno Unito 671
FI - Finlandia 379
TR - Turchia 329
KR - Corea 320
FR - Francia 252
IE - Irlanda 182
VN - Vietnam 178
IN - India 123
NL - Olanda 71
IR - Iran 63
BE - Belgio 44
BD - Bangladesh 42
EU - Europa 42
MX - Messico 42
AR - Argentina 39
JP - Giappone 34
CZ - Repubblica Ceca 30
AU - Australia 29
IQ - Iraq 28
AT - Austria 26
ES - Italia 24
ZA - Sudafrica 24
EC - Ecuador 21
LT - Lituania 18
AE - Emirati Arabi Uniti 17
CO - Colombia 16
PE - Perù 16
PK - Pakistan 16
GR - Grecia 15
IL - Israele 15
NG - Nigeria 14
RO - Romania 14
PH - Filippine 13
ID - Indonesia 12
CH - Svizzera 10
DK - Danimarca 10
MY - Malesia 10
NZ - Nuova Zelanda 10
PY - Paraguay 10
UZ - Uzbekistan 10
EG - Egitto 9
SA - Arabia Saudita 9
TW - Taiwan 9
BG - Bulgaria 8
NP - Nepal 8
PT - Portogallo 8
CL - Cile 7
MA - Marocco 7
VE - Venezuela 7
AZ - Azerbaigian 6
JM - Giamaica 6
JO - Giordania 6
NO - Norvegia 6
TN - Tunisia 6
CR - Costa Rica 5
CY - Cipro 5
HU - Ungheria 5
KE - Kenya 5
KH - Cambogia 5
MM - Myanmar 5
OM - Oman 5
TT - Trinidad e Tobago 5
DO - Repubblica Dominicana 4
PS - Palestinian Territory 4
AL - Albania 3
AM - Armenia 3
BN - Brunei Darussalam 3
GY - Guiana 3
KZ - Kazakistan 3
LB - Libano 3
PA - Panama 3
SK - Slovacchia (Repubblica Slovacca) 3
SY - Repubblica araba siriana 3
TZ - Tanzania 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AO - Angola 2
BH - Bahrain 2
BO - Bolivia 2
DZ - Algeria 2
ET - Etiopia 2
GE - Georgia 2
IS - Islanda 2
LK - Sri Lanka 2
LU - Lussemburgo 2
MD - Moldavia 2
NI - Nicaragua 2
RS - Serbia 2
SM - San Marino 2
Totale 39.126
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Città #
Jacksonville 2.076
Woodbridge 1.590
Chandler 1.456
Ashburn 1.426
Fairfield 1.367
Warsaw 1.010
Houston 986
Boardman 861
Ann Arbor 821
Wilmington 797
Singapore 778
Hong Kong 745
Nanjing 590
Seattle 577
Toronto 520
Cambridge 477
Beijing 476
Los Angeles 380
The Dalles 346
San Mateo 331
Seoul 300
Tongling 297
Columbus 287
Princeton 283
Lawrence 282
Dallas 269
Istanbul 256
Ogden 222
New York 216
Buffalo 191
Nanchang 191
Chicago 185
Camerino 175
Lachine 175
Dublin 174
Dearborn 165
Milan 152
Helsinki 129
Moscow 129
Shanghai 129
London 126
Centro 117
Kunming 115
Shenyang 110
Marche 109
Guangzhou 107
Tianjin 105
Rome 87
Tavullia 82
Hebei 81
Jiaxing 81
Kraków 79
São Paulo 71
Changsha 70
Napoli 67
Council Bluffs 63
Munich 62
Dong Ket 59
San Diego 59
Orange 57
Hangzhou 56
Salt Lake City 56
Ho Chi Minh City 55
Washington 54
Philadelphia 53
Jinan 46
Wuhan 45
Pescara 43
Redwood City 43
Lanzhou 41
Norwalk 41
Ardabil 36
Indiana 36
Ningbo 36
Orem 34
Stockholm 34
Tampa 33
Brussels 32
Rio de Janeiro 32
Zhengzhou 32
Falls Church 31
Redondo Beach 31
Tokyo 31
Leawood 30
Ancona 29
Montreal 29
Serra 29
Brooklyn 28
Santa Clara 28
Atlanta 27
Chennai 27
Turku 27
Venezia 27
Hanoi 26
Phoenix 26
San Francisco 26
Verona 26
Hefei 25
Augusta 24
Changchun 24
Totale 24.913
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Nome #
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 539
Assessment of seismic vulnerability of historical defensive walls 438
Influence of shear connection distributions on the behavior of continuous steel-concrete composite beams 320
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 298
Steel-based applications in earthquake-prone areas 274
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI UNA SCAFFALATURA METALLICA INTERNA AL POLO LOGISTICO WURTH SITO NEL COMUNE DI CAPENA (ROMA) 267
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 262
Risk assessment and prevention priorities in cultural heritage preservation 250
An integrated Survey Experience for Assessing the Seismic Vulnerability of Senigallia’s Fortress (Italy): Documentation for Conservation and FEM Modeling 248
Studi sulla rocca di Senigallia: metodi di valutazione del rischio sismico 244
Analytical evaluation of impedances and kinematic response of inclined piles 230
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 227
A beam finite element for the shear-lag analysis of steel-concrete composite decks 226
Time-dependent Analysis of Prestressed Composite Beams 220
Higher order model for the seismic response of bridge embankments 219
Integrated approach for seismic vulnerability analysis of historic massive defensive structures 217
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 214
An innovative seismic-resistant steel frame with reinforced concrete infill walls 212
Seismic analysis of innovative hybrid steel concrete coupled walls 210
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 210
Un modello analitico per l’interazione cinematica di pali singoli inclinati 210
Seismic performance of innovative steel and concrete hybrid coupled shear walls 208
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 201
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 201
Nonlinear analysis and experimental behaviour of an innovative steel frame with reinforced concrete infill walls 200
Seismic response of coupled wall-frame structures on pile foundations 199
Nonlinear seismic response analysis of an innovative steel and concrete hybrid coupled wall system 199
Flexible connection influence on the ultimate capacity of externally prestressed composite beams 198
A model for the 3D kinematic interaction analysis of pile groups in layered soils 196
Seismic assessment of stratified defensive walls with rubble stone infill 195
Thin walled beams with internal unbonded cables: balance conditions and stability 192
Nonlinear seismic behaviour of wall-frame dual systems accounting for soil-structure interaction 189
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 189
Controlled deformability partition wall with vibration-induced energy dissipation 187
Vibrations of beams prestressed by internal frictionless cables 186
Algebraic methods for creep analysis of continuous composite beams 185
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 185
Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge 184
Modified Aaem Method For Composite Beams With Post-connected Slab 184
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 183
A comparative study on the time-dependent analysis of composite beams using available modelling techniques 182
Ductile design of innovative steel and concrete hybrid coupled walls 182
Analysis of an innovative solution for steel frames with reinforced concrete infill walls 181
New insight on the seismic hazard of Monterubbiano (Marche Region) 180
2D higher order model for the dynamic analysis of bridge embankments 180
Slab Cracking Control in Continuous Steel-Concrete Bridge Decks 179
Numerical analysis of thin walled beams with internal unbonded cables by the Ritz method 178
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 178
Early age shrinkage and casting sequence effects in composite steel-concrete girders 177
A higher order steel-concrete composite beam model 174
Experimental and numerical modal analysis of a historical masonry bridge 174
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 173
Displacement-based formulations for composite beams with longitudinal slip and vertical uplift 172
Prefabricated steel structures for low-rise buildings in seismic areas (Precasteel) 172
Static equivalent method for the kinematic interaction analysis of single piles 172
Local Effects Induced by Longitudinal Forces in Composite Girders 171
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 171
A generic modelling of composite beams with longitudinal and vertical partial interaction 170
Nonlinear Seismic Analysis of Innovative Hybrid-Coupled Shear Walls 170
Slab cracking control in continuous steel-concrete bridge decks 169
A beam finite element including shear lag effect for the time-dependent analysis of steel-concrete composite decks 169
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 168
A higher order finite element to analyse steel-concrete composite bridge decks 168
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 168
Empirical predictive model for seismic damage of historical churches 167
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 166
Conceptual design of a pedestrian bridge by means of topology optimization 165
Kinematic bending moments in pile foundations 164
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 164
Analysis of shear connection design methods in continuous steel-concrete composite beams 161
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 161
Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study 160
Partial Interaction Analysis With Shear-lag Effects of Composite Bridges: A Finite Element Implementation For Design Applications 160
Time-dependent analysis of shear-lag effect in composite beams 159
Creep and shrinkage analysis of composite beams 159
Soil-structure interaction in the seismic response of an isolated three span motorway overcrossing founded on piles 158
Dynamic response of composite frames with rubber-based dissipating devices: experimental tests 157
A beam finite element including shear-lag effect for the long-term analysis of steel-concrete composite decks 157
Closure to "Effective slab width in prestressed twin-girder composite decks" by Luigino Dezi, Fabrizio Gara, and Graziano Leoni 157
Definizione Linee Guida e redazione del Piano di Ricostruzione del centro storico di Tempera, Comune di L'Aquila 156
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 156
Design of innovative seismic-resistant steel-concrete hybrid coupled shear walls 155
Design expressions for the effective width of composite steel-concrete members 155
Effects of soil-pile-structure interaction on the non-linear seismic response of coupled wall-frame structures 154
Failure mechanisms of externally prestressed composite beams with partial shear connection 154
State of the art on the time-dependent behaviour of composite steel-concrete structures 154
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 153
Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study 153
Shear-lag effects in composite beams with flexible connection 152
Long term analysis of externally prestressed composite beams 152
Slab cracking influence in the fatigue assessment of continuous composite decks 152
SUPPORT SYSTEM FOR PARTITION WALLS 152
Alcune considerazioni sui solidi prismatici con cavi interni scorrevoli 151
Studi sulla vulnerabilità sismica della rocca di Senigallia 151
Nonlinear seismic analysis of innovative steel and concrete hybrid coupled shear walls in OpenSees 151
Seismic response of bridges on pile foundations considering soil-structure interaction 151
Seismic response of reinforced concrete frames on monopile foundations 150
Short- and Long-term Analytical Solutions for Composite Beams with Partial Interaction and Shear-lag Effects 149
Tests on two 18-years-old prestressed thin walled roof elements 149
SUMMER SCHOOL - LABORATORIO PER IL PATRIMONIO CULTURALE POST SISMA 2016-17 Analisi strutturali e diagnostiche, Soluzioni Innovative e Tecnologie Digitali 149
Totale 18.988
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Categoria #
all - tutte 168.578
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 168.578
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.755 0 0 0 0 0 253 498 72 409 113 918 492
2021/20222.685 140 754 69 112 204 129 111 179 215 215 250 307
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
2025/20264.817 691 633 883 1.292 1.149 169 0 0 0 0 0 0
Totale 39.901