LEONI, Graziano
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 24.137
EU - Europa 11.120
AS - Asia 9.265
SA - Sud America 968
Continente sconosciuto - Info sul continente non disponibili 816
AF - Africa 198
OC - Oceania 43
Totale 46.547
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 23.210
CN - Cina 3.840
IT - Italia 2.885
SG - Singapore 2.581
RU - Federazione Russa 2.438
PL - Polonia 1.119
UA - Ucraina 877
HK - Hong Kong 868
BR - Brasile 805
CA - Canada 798
SE - Svezia 770
GB - Regno Unito 734
DE - Germania 726
VN - Vietnam 574
FR - Francia 557
FI - Finlandia 439
TR - Turchia 341
KR - Corea 322
IN - India 211
IE - Irlanda 184
ZA - Sudafrica 115
NL - Olanda 96
BD - Bangladesh 85
IR - Iran 68
JP - Giappone 67
MX - Messico 66
AR - Argentina 49
ES - Italia 49
BE - Belgio 44
EU - Europa 42
IQ - Iraq 41
AU - Australia 32
AT - Austria 30
CZ - Repubblica Ceca 30
CO - Colombia 26
PK - Pakistan 25
EC - Ecuador 24
MY - Malesia 23
ID - Indonesia 22
PH - Filippine 22
LT - Lituania 21
AE - Emirati Arabi Uniti 20
IL - Israele 20
PE - Perù 19
UZ - Uzbekistan 19
CH - Svizzera 18
GR - Grecia 18
RO - Romania 18
CL - Cile 14
JM - Giamaica 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
CR - Costa Rica 10
NZ - Nuova Zelanda 10
PY - Paraguay 10
AZ - Azerbaigian 9
HU - Ungheria 9
PT - Portogallo 9
TW - Taiwan 9
BG - Bulgaria 8
TN - Tunisia 8
TT - Trinidad e Tobago 8
MM - Myanmar 7
TH - Thailandia 7
DO - Repubblica Dominicana 6
HN - Honduras 6
NO - Norvegia 6
OM - Oman 6
AM - Armenia 5
CY - Cipro 5
KH - Cambogia 5
NI - Nicaragua 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
GT - Guatemala 3
GY - Guiana 3
KZ - Kazakistan 3
LB - Libano 3
PA - Panama 3
RS - Serbia 3
SK - Slovacchia (Repubblica Slovacca) 3
SN - Senegal 3
TZ - Tanzania 3
UY - Uruguay 3
A2 - ???statistics.table.value.countryCode.A2??? 2
BH - Bahrain 2
Totale 45.737
Salva come PNG Salva come JPEG
Città #
Jacksonville 2.078
Ashburn 1.833
Woodbridge 1.591
Chandler 1.456
Fairfield 1.368
Singapore 1.198
San Jose 1.187
Council Bluffs 1.089
Warsaw 1.019
Houston 991
Boardman 861
Hong Kong 840
Ann Arbor 821
Wilmington 797
Nanjing 591
Seattle 580
Beijing 537
Toronto 524
Cambridge 477
Los Angeles 415
The Dalles 415
San Mateo 331
Seoul 300
Tongling 297
Columbus 288
Dallas 283
Princeton 283
Lawrence 282
New York 261
Istanbul 259
Lauterbourg 252
Ogden 222
Buffalo 200
Chicago 193
Nanchang 192
St Louis 192
Helsinki 189
Ho Chi Minh City 189
Camerino 178
Dublin 175
Lachine 175
Milan 173
Dearborn 165
Orem 145
Shanghai 135
Moscow 130
London 128
Rome 122
Centro 117
Kunming 115
Hanoi 114
Guangzhou 111
Shenyang 110
Marche 109
Johannesburg 108
Santa Clara 108
Tianjin 105
Tavullia 82
Hebei 81
Jiaxing 81
Kraków 79
São Paulo 77
Changsha 75
Chennai 73
Munich 71
Napoli 67
Salt Lake City 67
Tokyo 61
San Diego 60
Dong Ket 59
Orange 58
Hangzhou 57
Washington 57
Philadelphia 54
Jinan 47
Pescara 46
Wuhan 45
Redwood City 43
Trieste 42
Ancona 41
Frankfurt am Main 41
Lanzhou 41
Norwalk 41
Montreal 39
Stockholm 37
Ardabil 36
Indiana 36
Ningbo 36
Atlanta 35
Tampa 35
Brooklyn 34
Rio de Janeiro 34
Phoenix 33
Brussels 32
Da Nang 32
Zhengzhou 32
Falls Church 31
Redondo Beach 31
San Francisco 31
Denver 30
Totale 29.524
Salva come PNG Salva come JPEG
Nome #
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 569
Assessment of seismic vulnerability of historical defensive walls 463
Influence of shear connection distributions on the behavior of continuous steel-concrete composite beams 347
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 338
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI UNA SCAFFALATURA METALLICA INTERNA AL POLO LOGISTICO WURTH SITO NEL COMUNE DI CAPENA (ROMA) 313
Steel-based applications in earthquake-prone areas 306
Risk assessment and prevention priorities in cultural heritage preservation 289
Studi sulla rocca di Senigallia: metodi di valutazione del rischio sismico 278
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 278
An integrated Survey Experience for Assessing the Seismic Vulnerability of Senigallia’s Fortress (Italy): Documentation for Conservation and FEM Modeling 275
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 258
Analytical evaluation of impedances and kinematic response of inclined piles 254
A beam finite element for the shear-lag analysis of steel-concrete composite decks 248
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 238
Seismic performance of innovative steel and concrete hybrid coupled shear walls 237
Time-dependent Analysis of Prestressed Composite Beams 236
An innovative seismic-resistant steel frame with reinforced concrete infill walls 235
Higher order model for the seismic response of bridge embankments 234
Controlled deformability partition wall with vibration-induced energy dissipation 234
Integrated approach for seismic vulnerability analysis of historic massive defensive structures 233
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 233
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 233
Seismic analysis of innovative hybrid steel concrete coupled walls 232
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 231
Un modello analitico per l’interazione cinematica di pali singoli inclinati 231
A model for the 3D kinematic interaction analysis of pile groups in layered soils 227
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 226
Seismic assessment of stratified defensive walls with rubble stone infill 224
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 219
Nonlinear seismic response analysis of an innovative steel and concrete hybrid coupled wall system 218
Nonlinear analysis and experimental behaviour of an innovative steel frame with reinforced concrete infill walls 217
Shear-lag effects in composite beams with flexible connection 216
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 216
Vibrations of beams prestressed by internal frictionless cables 213
2D higher order model for the dynamic analysis of bridge embankments 213
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 213
Flexible connection influence on the ultimate capacity of externally prestressed composite beams 212
Seismic response of coupled wall-frame structures on pile foundations 212
Prefabricated steel structures for low-rise buildings in seismic areas (Precasteel) 210
Algebraic methods for creep analysis of continuous composite beams 209
Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge 208
Banco con struttura a telai accoppiati con funzione protettiva in caso di sisma 207
Nonlinear seismic behaviour of wall-frame dual systems accounting for soil-structure interaction 206
Analysis of an innovative solution for steel frames with reinforced concrete infill walls 205
Thin walled beams with internal unbonded cables: balance conditions and stability 205
Numerical analysis of thin walled beams with internal unbonded cables by the Ritz method 203
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 202
Ductile design of innovative steel and concrete hybrid coupled walls 200
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 200
Modified Aaem Method For Composite Beams With Post-connected Slab 199
A comparative study on the time-dependent analysis of composite beams using available modelling techniques 199
Displacement-based formulations for composite beams with longitudinal slip and vertical uplift 198
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 198
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 198
New insight on the seismic hazard of Monterubbiano (Marche Region) 197
A generic modelling of composite beams with longitudinal and vertical partial interaction 195
A WINKLER MODEL FOR THE SEISMIC ANALYSIS OF STRUCTURES ON CAISSON FOUNDATIONS 194
Early age shrinkage and casting sequence effects in composite steel-concrete girders 194
Empirical predictive model for seismic damage of historical churches 194
Analysis of shear connection design methods in continuous steel-concrete composite beams 193
A higher order steel-concrete composite beam model 192
Nonlinear Seismic Analysis of Innovative Hybrid-Coupled Shear Walls 192
Slab Cracking Control in Continuous Steel-Concrete Bridge Decks 191
Static equivalent method for the kinematic interaction analysis of single piles 191
A higher order finite element to analyse steel-concrete composite bridge decks 190
A beam finite element including shear lag effect for the time-dependent analysis of steel-concrete composite decks 189
SUPPORT SYSTEM FOR PARTITION WALLS 189
SEISMIC DESIGN AND PRELIMINARY ANALISES OF A MODULAR HYBRID STEEL-CONCRETE WALL 188
Local Effects Induced by Longitudinal Forces in Composite Girders 186
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 185
Definizione Linee Guida e redazione del Piano di Ricostruzione del centro storico di Tempera, Comune di L'Aquila 185
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 184
Experimental and numerical modal analysis of a historical masonry bridge 184
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 183
Studi sulla vulnerabilità sismica della rocca di Senigallia 182
Conceptual design of a pedestrian bridge by means of topology optimization 180
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 180
Kinematic bending moments in pile foundations 179
A beam finite element including shear-lag effect for the long-term analysis of steel-concrete composite decks 178
Slab cracking control in continuous steel-concrete bridge decks 178
Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study 175
Creep and shrinkage analysis of composite beams 175
Time-dependent analysis of shear-lag effect in composite beams 174
Nonlinear seismic analysis of innovative steel and concrete hybrid coupled shear walls in OpenSees 174
Partial Interaction Analysis With Shear-lag Effects of Composite Bridges: A Finite Element Implementation For Design Applications 174
Design expressions for the effective width of composite steel-concrete members 174
Effects of soil-pile-structure interaction on the non-linear seismic response of coupled wall-frame structures 173
Soil-structure interaction in the seismic response of an isolated three span motorway overcrossing founded on piles 173
State of the art on the time-dependent behaviour of composite steel-concrete structures 173
Alcune considerazioni sui solidi prismatici con cavi interni scorrevoli 172
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 172
Dynamic response of composite frames with rubber-based dissipating devices: experimental tests 170
Analysis of shear connection distributions in continuous steel-concrete composite beams 170
Seismic response of reinforced concrete frames on monopile foundations 170
Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study 170
Tests on two 18-years-old prestressed thin walled roof elements 168
Long term analysis of externally prestressed composite beams 168
Seismic response of bridges on pile foundations considering soil-structure interaction 168
SUMMER SCHOOL - LABORATORIO PER IL PATRIMONIO CULTURALE POST SISMA 2016-17 Analisi strutturali e diagnostiche, Soluzioni Innovative e Tecnologie Digitali 168
Dynamic analysis of pile foundation in layered soils 166
Totale 21.396
Salva come PNG Salva come JPEG
Categoria #
all - tutte 194.691
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 194.691
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20222.545 0 754 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
2025/202610.387 691 633 883 1.292 1.149 817 1.886 623 554 912 551 396
2026/20271.076 844 232 0 0 0 0 0 0 0 0 0 0
Totale 46.547