LEONI, Graziano
 Distribuzione geografica
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Continente #
NA - Nord America 23.002
EU - Europa 11.040
AS - Asia 9.147
SA - Sud America 958
AF - Africa 197
Continente sconosciuto - Info sul continente non disponibili 45
OC - Oceania 43
Totale 44.432
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Nazione #
US - Stati Uniti d'America 22.113
CN - Cina 3.793
IT - Italia 2.822
SG - Singapore 2.568
RU - Federazione Russa 2.437
PL - Polonia 1.119
UA - Ucraina 877
HK - Hong Kong 851
BR - Brasile 802
CA - Canada 786
SE - Svezia 770
GB - Regno Unito 734
DE - Germania 726
VN - Vietnam 571
FR - Francia 552
FI - Finlandia 439
TR - Turchia 336
KR - Corea 322
IN - India 206
IE - Irlanda 183
ZA - Sudafrica 115
NL - Olanda 89
BD - Bangladesh 74
JP - Giappone 67
IR - Iran 65
MX - Messico 60
AR - Argentina 48
ES - Italia 48
BE - Belgio 44
EU - Europa 42
IQ - Iraq 41
AU - Australia 32
AT - Austria 30
CZ - Repubblica Ceca 30
PK - Pakistan 25
EC - Ecuador 24
CO - Colombia 21
LT - Lituania 21
AE - Emirati Arabi Uniti 20
ID - Indonesia 20
IL - Israele 19
PE - Perù 19
PH - Filippine 19
UZ - Uzbekistan 19
CH - Svizzera 18
GR - Grecia 18
MY - Malesia 17
RO - Romania 17
CL - Cile 14
NG - Nigeria 14
SA - Arabia Saudita 14
KE - Kenya 13
EG - Egitto 12
VE - Venezuela 12
DK - Danimarca 11
JO - Giordania 11
MA - Marocco 11
NP - Nepal 11
NZ - Nuova Zelanda 10
PY - Paraguay 10
AZ - Azerbaigian 9
HU - Ungheria 9
JM - Giamaica 9
PT - Portogallo 9
TW - Taiwan 9
BG - Bulgaria 8
TN - Tunisia 8
CR - Costa Rica 7
DO - Repubblica Dominicana 6
MM - Myanmar 6
NO - Norvegia 6
OM - Oman 6
TH - Thailandia 6
TT - Trinidad e Tobago 6
AM - Armenia 5
CY - Cipro 5
KH - Cambogia 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
HN - Honduras 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
Totale 44.399
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Città #
Jacksonville 2.077
Ashburn 1.791
Woodbridge 1.590
Chandler 1.456
Fairfield 1.367
Singapore 1.189
San Jose 1.173
Warsaw 1.019
Houston 990
Boardman 861
Hong Kong 826
Ann Arbor 821
Wilmington 797
Nanjing 591
Seattle 578
Toronto 521
Beijing 518
Cambridge 477
The Dalles 415
Los Angeles 403
San Mateo 331
Council Bluffs 308
Seoul 300
Tongling 297
Columbus 288
Princeton 283
Lawrence 282
Dallas 281
Istanbul 259
New York 257
Lauterbourg 252
Ogden 222
Buffalo 199
Chicago 192
St Louis 192
Nanchang 191
Helsinki 189
Ho Chi Minh City 188
Camerino 175
Dublin 175
Lachine 175
Milan 168
Dearborn 165
Orem 145
Shanghai 132
Moscow 130
London 128
Rome 121
Centro 117
Kunming 115
Hanoi 113
Guangzhou 110
Shenyang 110
Marche 109
Johannesburg 108
Tianjin 105
Tavullia 82
Hebei 81
Jiaxing 81
Kraków 79
São Paulo 77
Changsha 75
Santa Clara 74
Chennai 73
Munich 71
Napoli 67
Tokyo 61
Salt Lake City 60
San Diego 60
Dong Ket 59
Orange 58
Hangzhou 57
Washington 54
Philadelphia 53
Jinan 47
Pescara 45
Wuhan 45
Redwood City 43
Trieste 42
Frankfurt am Main 41
Lanzhou 41
Norwalk 41
Ancona 40
Montreal 39
Stockholm 37
Ardabil 36
Indiana 36
Ningbo 36
Atlanta 34
Rio de Janeiro 34
Tampa 34
Brussels 32
Phoenix 32
Zhengzhou 32
Brooklyn 31
Da Nang 31
Falls Church 31
Redondo Beach 31
Denver 30
Leawood 30
Totale 28.545
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Nome #
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 563
Assessment of seismic vulnerability of historical defensive walls 460
Influence of shear connection distributions on the behavior of continuous steel-concrete composite beams 341
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 337
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI UNA SCAFFALATURA METALLICA INTERNA AL POLO LOGISTICO WURTH SITO NEL COMUNE DI CAPENA (ROMA) 308
Steel-based applications in earthquake-prone areas 298
Risk assessment and prevention priorities in cultural heritage preservation 283
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 274
An integrated Survey Experience for Assessing the Seismic Vulnerability of Senigallia’s Fortress (Italy): Documentation for Conservation and FEM Modeling 271
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 250
Analytical evaluation of impedances and kinematic response of inclined piles 248
A beam finite element for the shear-lag analysis of steel-concrete composite decks 244
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 234
Seismic performance of innovative steel and concrete hybrid coupled shear walls 233
Controlled deformability partition wall with vibration-induced energy dissipation 233
Time-dependent Analysis of Prestressed Composite Beams 231
Higher order model for the seismic response of bridge embankments 231
An innovative seismic-resistant steel frame with reinforced concrete infill walls 231
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 230
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 229
Integrated approach for seismic vulnerability analysis of historic massive defensive structures 228
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 227
Seismic analysis of innovative hybrid steel concrete coupled walls 226
Un modello analitico per l’interazione cinematica di pali singoli inclinati 222
A model for the 3D kinematic interaction analysis of pile groups in layered soils 221
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 214
Nonlinear seismic response analysis of an innovative steel and concrete hybrid coupled wall system 214
Nonlinear analysis and experimental behaviour of an innovative steel frame with reinforced concrete infill walls 212
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 211
Flexible connection influence on the ultimate capacity of externally prestressed composite beams 210
Vibrations of beams prestressed by internal frictionless cables 208
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 208
Seismic response of coupled wall-frame structures on pile foundations 207
2D higher order model for the dynamic analysis of bridge embankments 207
Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge 206
Prefabricated steel structures for low-rise buildings in seismic areas (Precasteel) 206
Thin walled beams with internal unbonded cables: balance conditions and stability 204
Banco con struttura a telai accoppiati con funzione protettiva in caso di sisma 204
Algebraic methods for creep analysis of continuous composite beams 203
Shear-lag effects in composite beams with flexible connection 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 201
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 199
Numerical analysis of thin walled beams with internal unbonded cables by the Ritz method 198
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 197
A comparative study on the time-dependent analysis of composite beams using available modelling techniques 196
Ductile design of innovative steel and concrete hybrid coupled walls 196
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 195
Modified Aaem Method For Composite Beams With Post-connected Slab 194
A generic modelling of composite beams with longitudinal and vertical partial interaction 193
New insight on the seismic hazard of Monterubbiano (Marche Region) 193
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 193
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 191
Empirical predictive model for seismic damage of historical churches 189
Slab Cracking Control in Continuous Steel-Concrete Bridge Decks 188
A higher order steel-concrete composite beam model 188
Analysis of shear connection design methods in continuous steel-concrete composite beams 188
SUPPORT SYSTEM FOR PARTITION WALLS 188
A higher order finite element to analyse steel-concrete composite bridge decks 186
A WINKLER MODEL FOR THE SEISMIC ANALYSIS OF STRUCTURES ON CAISSON FOUNDATIONS 184
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
Nonlinear Seismic Analysis of Innovative Hybrid-Coupled Shear Walls 184
Experimental and numerical modal analysis of a historical masonry bridge 183
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 182
Definizione Linee Guida e redazione del Piano di Ricostruzione del centro storico di Tempera, Comune di L'Aquila 182
Local Effects Induced by Longitudinal Forces in Composite Girders 181
Studi sulla vulnerabilità sismica della rocca di Senigallia 179
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 178
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 178
Kinematic bending moments in pile foundations 176
Slab cracking control in continuous steel-concrete bridge decks 175
Conceptual design of a pedestrian bridge by means of topology optimization 175
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 175
SEISMIC DESIGN AND PRELIMINARY ANALISES OF A MODULAR HYBRID STEEL-CONCRETE WALL 175
A beam finite element including shear-lag effect for the long-term analysis of steel-concrete composite decks 174
Time-dependent analysis of shear-lag effect in composite beams 170
Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study 170
Nonlinear seismic analysis of innovative steel and concrete hybrid coupled shear walls in OpenSees 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
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 168
Alcune considerazioni sui solidi prismatici con cavi interni scorrevoli 167
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 167
Dynamic response of composite frames with rubber-based dissipating devices: experimental tests 166
Seismic response of reinforced concrete frames on monopile foundations 166
Seismic response of bridges on pile foundations considering soil-structure interaction 166
State of the art on the time-dependent behaviour of composite steel-concrete structures 166
Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study 166
Long term analysis of externally prestressed composite beams 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
Analysis of shear connection distributions in continuous steel-concrete composite beams 163
SUMMER SCHOOL - LABORATORIO PER IL PATRIMONIO CULTURALE POST SISMA 2016-17 Analisi strutturali e diagnostiche, Soluzioni Innovative e Tecnologie Digitali 163
Totale 20.926
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Categoria #
all - tutte 186.683
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 186.683
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021492 0 0 0 0 0 0 0 0 0 0 0 492
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
2025/202610.119 691 633 883 1.292 1.149 817 1.886 623 554 912 551 128
Totale 45.203