LEONI, Graziano
 Distribuzione geografica
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Continente #
NA - Nord America 22.535
EU - Europa 10.923
AS - Asia 9.034
SA - Sud America 956
AF - Africa 196
Continente sconosciuto - Info sul continente non disponibili 45
OC - Oceania 43
Totale 43.732
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Nazione #
US - Stati Uniti d'America 21.661
CN - Cina 3.755
IT - Italia 2.720
SG - Singapore 2.529
RU - Federazione Russa 2.437
PL - Polonia 1.119
UA - Ucraina 877
HK - Hong Kong 847
BR - Brasile 801
CA - Canada 780
SE - Svezia 770
GB - Regno Unito 731
DE - Germania 726
VN - Vietnam 568
FR - Francia 551
FI - Finlandia 439
TR - Turchia 336
KR - Corea 321
IN - India 204
IE - Irlanda 183
ZA - Sudafrica 115
NL - Olanda 88
JP - Giappone 66
IR - Iran 65
BD - Bangladesh 57
MX - Messico 56
AR - Argentina 48
ES - Italia 48
BE - Belgio 44
EU - Europa 42
IQ - Iraq 41
AU - Australia 32
CZ - Repubblica Ceca 30
AT - Austria 28
PK - Pakistan 25
EC - Ecuador 24
CO - Colombia 20
LT - Lituania 20
AE - Emirati Arabi Uniti 19
IL - Israele 19
PE - Perù 19
PH - Filippine 19
UZ - Uzbekistan 19
RO - Romania 17
CH - Svizzera 16
ID - Indonesia 16
MY - Malesia 16
GR - Grecia 15
CL - Cile 14
NG - Nigeria 14
SA - Arabia Saudita 14
KE - Kenya 13
VE - Venezuela 12
DK - Danimarca 11
EG - Egitto 11
JO - Giordania 11
MA - Marocco 11
NP - Nepal 10
NZ - Nuova Zelanda 10
PY - Paraguay 10
AZ - Azerbaigian 9
PT - Portogallo 9
TW - Taiwan 9
BG - Bulgaria 8
TN - Tunisia 8
HU - Ungheria 7
JM - Giamaica 7
CR - Costa Rica 6
DO - Repubblica Dominicana 6
MM - Myanmar 6
NO - Norvegia 6
OM - Oman 6
TT - Trinidad e Tobago 6
AM - Armenia 5
CY - Cipro 5
KH - Cambogia 5
TH - Thailandia 5
MD - Moldavia 4
PS - Palestinian Territory 4
SY - Repubblica araba siriana 4
AL - Albania 3
AO - Angola 3
BN - Brunei Darussalam 3
BO - Bolivia 3
DZ - Algeria 3
ET - Etiopia 3
GY - Guiana 3
KZ - Kazakistan 3
LB - Libano 3
NI - Nicaragua 3
PA - Panama 3
RS - Serbia 3
SK - Slovacchia (Repubblica Slovacca) 3
SN - Senegal 3
TZ - Tanzania 3
A2 - ???statistics.table.value.countryCode.A2??? 2
BH - Bahrain 2
CI - Costa d'Avorio 2
GE - Georgia 2
HN - Honduras 2
Totale 43.700
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Città #
Jacksonville 2.076
Ashburn 1.781
Woodbridge 1.590
Chandler 1.456
Fairfield 1.367
Singapore 1.183
San Jose 1.136
Warsaw 1.019
Houston 989
Boardman 861
Hong Kong 822
Ann Arbor 821
Wilmington 797
Nanjing 591
Seattle 577
Toronto 521
Beijing 513
Cambridge 477
The Dalles 411
Los Angeles 399
San Mateo 331
Seoul 300
Tongling 297
Columbus 288
Princeton 283
Lawrence 282
Dallas 274
Istanbul 259
Lauterbourg 252
New York 242
Ogden 222
Buffalo 195
St Louis 192
Nanchang 191
Helsinki 189
Chicago 187
Ho Chi Minh City 186
Camerino 175
Dublin 175
Lachine 175
Dearborn 165
Milan 158
Orem 144
Shanghai 132
Moscow 130
London 128
Centro 117
Kunming 115
Hanoi 113
Rome 111
Shenyang 110
Guangzhou 109
Marche 109
Johannesburg 108
Tianjin 105
Council Bluffs 83
Tavullia 82
Hebei 81
Jiaxing 81
Kraków 79
São Paulo 77
Changsha 75
Chennai 73
Munich 71
Napoli 67
Santa Clara 61
Salt Lake City 60
San Diego 60
Tokyo 60
Dong Ket 59
Orange 58
Hangzhou 57
Washington 54
Philadelphia 53
Jinan 46
Wuhan 45
Pescara 44
Redwood City 43
Trieste 42
Frankfurt am Main 41
Lanzhou 41
Norwalk 41
Ancona 39
Montreal 37
Stockholm 37
Ardabil 36
Indiana 36
Ningbo 36
Atlanta 34
Rio de Janeiro 34
Tampa 33
Brussels 32
Phoenix 32
Zhengzhou 32
Da Nang 31
Falls Church 31
Redondo Beach 31
Brooklyn 30
Leawood 30
Manchester 30
Totale 28.171
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Nome #
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 562
Assessment of seismic vulnerability of historical defensive walls 456
Influence of shear connection distributions on the behavior of continuous steel-concrete composite beams 337
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 322
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI UNA SCAFFALATURA METALLICA INTERNA AL POLO LOGISTICO WURTH SITO NEL COMUNE DI CAPENA (ROMA) 302
Steel-based applications in earthquake-prone areas 290
Risk assessment and prevention priorities in cultural heritage preservation 280
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 276
Studi sulla rocca di Senigallia: metodi di valutazione del rischio sismico 271
An integrated Survey Experience for Assessing the Seismic Vulnerability of Senigallia’s Fortress (Italy): Documentation for Conservation and FEM Modeling 267
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 247
Analytical evaluation of impedances and kinematic response of inclined piles 247
A beam finite element for the shear-lag analysis of steel-concrete composite decks 244
Seismic performance of innovative steel and concrete hybrid coupled shear walls 232
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 232
Higher order model for the seismic response of bridge embankments 231
Time-dependent Analysis of Prestressed Composite Beams 230
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 229
An innovative seismic-resistant steel frame with reinforced concrete infill walls 226
Integrated approach for seismic vulnerability analysis of historic massive defensive structures 226
Seismic analysis of innovative hybrid steel concrete coupled walls 223
Controlled deformability partition wall with vibration-induced energy dissipation 223
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 221
Un modello analitico per l’interazione cinematica di pali singoli inclinati 221
A model for the 3D kinematic interaction analysis of pile groups in layered soils 218
Seismic assessment of stratified defensive walls with rubble stone infill 218
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 216
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 213
Nonlinear analysis and experimental behaviour of an innovative steel frame with reinforced concrete infill walls 212
Nonlinear seismic response analysis of an innovative steel and concrete hybrid coupled wall system 212
Vibrations of beams prestressed by internal frictionless cables 208
Flexible connection influence on the ultimate capacity of externally prestressed composite beams 208
Seismic response of coupled wall-frame structures on pile foundations 207
2D higher order model for the dynamic analysis of bridge embankments 206
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 206
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 203
Thin walled beams with internal unbonded cables: balance conditions and stability 203
Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge 202
Algebraic methods for creep analysis of continuous composite beams 202
Nonlinear seismic behaviour of wall-frame dual systems accounting for soil-structure interaction 201
Analysis of an innovative solution for steel frames with reinforced concrete infill walls 200
Banco con struttura a telai accoppiati con funzione protettiva in caso di sisma 198
Numerical analysis of thin walled beams with internal unbonded cables by the Ritz method 197
A comparative study on the time-dependent analysis of composite beams using available modelling techniques 196
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 196
Prefabricated steel structures for low-rise buildings in seismic areas (Precasteel) 195
Ductile design of innovative steel and concrete hybrid coupled walls 195
Modified Aaem Method For Composite Beams With Post-connected Slab 193
New insight on the seismic hazard of Monterubbiano (Marche Region) 193
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 193
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 193
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 192
Shear-lag effects in composite beams with flexible connection 191
Early age shrinkage and casting sequence effects in composite steel-concrete girders 191
Displacement-based formulations for composite beams with longitudinal slip and vertical uplift 190
A generic modelling of composite beams with longitudinal and vertical partial interaction 189
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 188
Slab Cracking Control in Continuous Steel-Concrete Bridge Decks 187
Analysis of shear connection design methods in continuous steel-concrete composite beams 187
A higher order steel-concrete composite beam model 186
A higher order finite element to analyse steel-concrete composite bridge decks 186
A beam finite element including shear lag effect for the time-dependent analysis of steel-concrete composite decks 184
Static equivalent method for the kinematic interaction analysis of single piles 184
Empirical predictive model for seismic damage of historical churches 184
SUPPORT SYSTEM FOR PARTITION WALLS 184
Nonlinear Seismic Analysis of Innovative Hybrid-Coupled Shear Walls 184
Experimental and numerical modal analysis of a historical masonry bridge 183
Local Effects Induced by Longitudinal Forces in Composite Girders 180
Definizione Linee Guida e redazione del Piano di Ricostruzione del centro storico di Tempera, Comune di L'Aquila 180
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 179
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 178
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 177
Slab cracking control in continuous steel-concrete bridge decks 175
Conceptual design of a pedestrian bridge by means of topology optimization 175
Studi sulla vulnerabilità sismica della rocca di Senigallia 175
SEISMIC DESIGN AND PRELIMINARY ANALISES OF A MODULAR HYBRID STEEL-CONCRETE WALL 173
Kinematic bending moments in pile foundations 172
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 172
A beam finite element including shear-lag effect for the long-term analysis of steel-concrete composite decks 170
Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study 170
Creep and shrinkage analysis of composite beams 170
Soil-structure interaction in the seismic response of an isolated three span motorway overcrossing founded on piles 169
Time-dependent analysis of shear-lag effect in composite beams 169
Partial Interaction Analysis With Shear-lag Effects of Composite Bridges: A Finite Element Implementation For Design Applications 169
Effects of soil-pile-structure interaction on the non-linear seismic response of coupled wall-frame structures 167
Nonlinear seismic analysis of innovative steel and concrete hybrid coupled shear walls in OpenSees 167
Alcune considerazioni sui solidi prismatici con cavi interni scorrevoli 166
Dynamic response of composite frames with rubber-based dissipating devices: experimental tests 166
Seismic response of bridges on pile foundations considering soil-structure interaction 166
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 166
Seismic response of reinforced concrete frames on monopile foundations 165
Design expressions for the effective width of composite steel-concrete members 165
Slab cracking influence in the fatigue assessment of continuous composite decks 164
Dynamic analysis of pile foundation in layered soils 163
Long term analysis of externally prestressed composite beams 163
State of the art on the time-dependent behaviour of composite steel-concrete structures 163
Design of innovative seismic-resistant steel-concrete hybrid coupled shear walls 162
A WINKLER MODEL FOR THE SEISMIC ANALYSIS OF STRUCTURES ON CAISSON FOUNDATIONS 161
Closure to "Effective slab width in prestressed twin-girder composite decks" by Luigino Dezi, Fabrizio Gara, and Graziano Leoni 161
Failure mechanisms of externally prestressed composite beams with partial shear connection 161
Totale 20.648
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Categoria #
all - tutte 178.825
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 178.825
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.523 0 0 0 0 0 0 0 0 0 113 918 492
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
2025/20269.416 691 633 883 1.292 1.149 817 1.886 623 554 888 0 0
Totale 44.500