LEONI, Graziano
 Distribuzione geografica
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Continente #
NA - Nord America 17.187
EU - Europa 7.005
AS - Asia 3.648
Continente sconosciuto - Info sul continente non disponibili 45
SA - Sud America 30
OC - Oceania 27
AF - Africa 21
Totale 27.963
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Nazione #
US - Stati Uniti d'America 16.490
CN - Cina 2.655
IT - Italia 2.306
PL - Polonia 1.057
UA - Ucraina 855
SE - Svezia 738
CA - Canada 693
DE - Germania 574
GB - Regno Unito 559
SG - Singapore 461
FI - Finlandia 343
TR - Turchia 290
FR - Francia 228
IE - Irlanda 180
VN - Vietnam 62
IR - Iran 57
IN - India 46
BE - Belgio 44
EU - Europa 42
CZ - Repubblica Ceca 28
AU - Australia 23
NL - Olanda 20
BR - Brasile 16
KR - Corea 14
NG - Nigeria 13
GR - Grecia 12
RO - Romania 11
DK - Danimarca 10
PK - Pakistan 9
HK - Hong Kong 8
ID - Indonesia 8
PH - Filippine 8
PE - Perù 6
ES - Italia 5
JP - Giappone 5
NO - Norvegia 5
AT - Austria 4
CY - Cipro 4
NZ - Nuova Zelanda 4
PT - Portogallo 4
BG - Bulgaria 3
BN - Brunei Darussalam 3
CL - Cile 3
NP - Nepal 3
RU - Federazione Russa 3
TN - Tunisia 3
TZ - Tanzania 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AZ - Azerbaigian 2
CH - Svizzera 2
CO - Colombia 2
EG - Egitto 2
HU - Ungheria 2
JM - Giamaica 2
LK - Sri Lanka 2
LT - Lituania 2
LU - Lussemburgo 2
SK - Slovacchia (Repubblica Slovacca) 2
SM - San Marino 2
SY - Repubblica araba siriana 2
A1 - Anonimo 1
AE - Emirati Arabi Uniti 1
AM - Armenia 1
AR - Argentina 1
BD - Bangladesh 1
EC - Ecuador 1
HN - Honduras 1
HR - Croazia 1
IL - Israele 1
IM - Isola di Man 1
IQ - Iraq 1
IS - Islanda 1
KG - Kirghizistan 1
KH - Cambogia 1
MV - Maldive 1
PA - Panama 1
RS - Serbia 1
TW - Taiwan 1
VE - Venezuela 1
Totale 27.963
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Città #
Jacksonville 2.074
Woodbridge 1.590
Chandler 1.456
Fairfield 1.366
Ashburn 991
Houston 974
Warsaw 967
Boardman 861
Ann Arbor 821
Wilmington 793
Nanjing 586
Seattle 572
Toronto 509
Cambridge 477
San Mateo 331
Singapore 324
Princeton 283
Lawrence 282
Columbus 267
Istanbul 252
Beijing 250
Ogden 222
Nanchang 190
Lachine 175
Dublin 173
Dearborn 165
Camerino 154
Milan 140
New York 133
Helsinki 122
Shanghai 122
Centro 117
Kunming 112
Shenyang 110
Marche 109
London 104
Guangzhou 100
Tianjin 96
Los Angeles 85
Tavullia 82
Hebei 81
Jiaxing 81
Kraków 79
Rome 71
Changsha 67
Napoli 67
Dong Ket 59
San Diego 59
Orange 56
Hangzhou 52
Washington 52
Philadelphia 49
Wuhan 45
Jinan 44
Redwood City 43
Pescara 42
Lanzhou 41
Norwalk 41
Ardabil 36
Chicago 36
Indiana 36
Ningbo 33
Brussels 32
Falls Church 31
Zhengzhou 31
Leawood 30
Serra 27
Venezia 27
Buffalo 24
Verona 24
Yiwu 24
Augusta 23
Changchun 23
Monmouth Junction 23
Munich 23
Ancona 21
Hefei 20
Jinhua 19
Sydney 17
Auburn Hills 16
Bremen 16
Perugia 16
Tappahannock 16
Kocaeli 15
Shenzhen 14
Taizhou 14
Fuzhou 13
Pesaro 13
Venice 13
Brno 12
Chengdu 12
Chieti 12
Chongqing 12
Council Bluffs 12
Hanover 12
Lagos 12
Padova 12
Wuxi 12
Florence 11
Lommel 11
Totale 20.402
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Nome #
Assessment of seismic vulnerability of historical defensive walls 367
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 266
Influence of shear connection distributions on the behavior of continuous steel-concrete composite beams 264
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 239
Steel-based applications in earthquake-prone areas 227
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 196
Higher order model for the seismic response of bridge embankments 192
Time-dependent Analysis of Prestressed Composite Beams 191
Studi sulla rocca di Senigallia: metodi di valutazione del rischio sismico 191
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 183
An integrated Survey Experience for Assessing the Seismic Vulnerability of Senigallia’s Fortress (Italy): Documentation for Conservation and FEM Modeling 181
Un modello analitico per l’interazione cinematica di pali singoli inclinati 180
Seismic performance of innovative steel and concrete hybrid coupled shear walls 179
Risk assessment and prevention priorities in cultural heritage preservation 179
Integrated approach for seismic vulnerability analysis of historic massive defensive structures 179
Flexible connection influence on the ultimate capacity of externally prestressed composite beams 167
Seismic response of coupled wall-frame structures on pile foundations 165
Nonlinear analysis and experimental behaviour of an innovative steel frame with reinforced concrete infill walls 163
A beam finite element for the shear-lag analysis of steel-concrete composite decks 162
Seismic analysis of innovative hybrid steel concrete coupled walls 160
Thin walled beams with internal unbonded cables: balance conditions and stability 160
Nonlinear seismic response analysis of an innovative steel and concrete hybrid coupled wall system 158
Slab Cracking Control in Continuous Steel-Concrete Bridge Decks 157
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 157
An innovative seismic-resistant steel frame with reinforced concrete infill walls 157
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI UNA SCAFFALATURA METALLICA INTERNA AL POLO LOGISTICO WURTH SITO NEL COMUNE DI CAPENA (ROMA) 156
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 155
Analytical evaluation of impedances and kinematic response of inclined piles 155
Ductile design of innovative steel and concrete hybrid coupled walls 154
Vibrations of beams prestressed by internal frictionless cables 151
Modified Aaem Method For Composite Beams With Post-connected Slab 151
Algebraic methods for creep analysis of continuous composite beams 150
Nonlinear seismic behaviour of wall-frame dual systems accounting for soil-structure interaction 149
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 148
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 148
Experimental and numerical modal analysis of a historical masonry bridge 148
Numerical analysis of thin walled beams with internal unbonded cables by the Ritz method 147
Seismic assessment of stratified defensive walls with rubble stone infill 145
Early age shrinkage and casting sequence effects in composite steel-concrete girders 144
Static equivalent method for the kinematic interaction analysis of single piles 143
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 141
Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge 140
Slab cracking control in continuous steel-concrete bridge decks 138
Partial Interaction Analysis With Shear-lag Effects of Composite Bridges: A Finite Element Implementation For Design Applications 138
Local Effects Induced by Longitudinal Forces in Composite Girders 137
Displacement-based formulations for composite beams with longitudinal slip and vertical uplift 137
A comparative study on the time-dependent analysis of composite beams using available modelling techniques 137
Closure to "Effective slab width in prestressed twin-girder composite decks" by Luigino Dezi, Fabrizio Gara, and Graziano Leoni 135
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 135
Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study 135
Conceptual design of a pedestrian bridge by means of topology optimization 135
New insight on the seismic hazard of Monterubbiano (Marche Region) 135
Kinematic bending moments in pile foundations 134
A higher order steel-concrete composite beam model 133
Nonlinear Seismic Analysis of Innovative Hybrid-Coupled Shear Walls 133
Dynamic response of composite frames with rubber-based dissipating devices: experimental tests 129
Prefabricated steel structures for low-rise buildings in seismic areas (Precasteel) 129
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 129
Time-dependent analysis of shear-lag effect in composite beams 128
Design of innovative seismic-resistant steel-concrete hybrid coupled shear walls 128
Design expressions for the effective width of composite steel-concrete members 128
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 128
Soil-structure interaction in the seismic response of an isolated three span motorway overcrossing founded on piles 126
A model for the 3D kinematic interaction analysis of pile groups in layered soils 126
Slab cracking influence in the fatigue assessment of continuous composite decks 126
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 126
State of the art on the time-dependent behaviour of composite steel-concrete structures 126
Tests on two 18-years-old prestressed thin walled roof elements 125
Analysis of an innovative solution for steel frames with reinforced concrete infill walls 124
Long term analysis of externally prestressed composite beams 123
Seismic response of reinforced concrete frames on monopile foundations 123
Creep and shrinkage analysis of composite beams 123
Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study 123
Shear-lag effects in composite beams with flexible connection 122
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 122
Failure mechanisms of externally prestressed composite beams with partial shear connection 121
Seismic response of bridges on pile foundations considering soil-structure interaction 121
Shear-lag effect in twin-girder composite decks 119
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 119
Effective slab width in prestressed twin-girder composite decks 118
Simplified method to analyse casting sequences of composite bridge slabs 118
Construction sequence modelling of continuous steel-concrete composite bridge decks 118
Short- and Long-term Analytical Solutions for Composite Beams with Partial Interaction and Shear-lag Effects 117
Linear soil-structure interaction of coupled wall-frame structures on pile foundations 117
Simplified method of analysis accounting for shear-lag effects in composite bridge decks 117
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 117
Nonlinear seismic analysis of innovative steel and concrete hybrid coupled shear walls in OpenSees 116
A beam finite element including shear lag effect for the time-dependent analysis of steel-concrete composite decks 115
A generic modelling of composite beams with longitudinal and vertical partial interaction 113
Seismic response of reinforced concrete frames on pile foundations 113
A beam finite element including shear-lag effect for the long-term analysis of steel-concrete composite decks 112
La larghezza efficace della soletta nei ponti con impalcato composto acciaio-calcestruzzo 112
Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles 112
Studi sulla vulnerabilità sismica della rocca di Senigallia 111
Kinematic interaction and rocking effects on the seismic response of viaducts on pile foundations 111
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 110
Design and performances of steel-concrete hybrid coupled shear walls in seismic conditions 110
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 110
Analysis of shear connection design methods in continuous steel-concrete composite beams 109
Effects of soil-pile-structure interaction on the non-linear seismic response of coupled wall-frame structures 108
Totale 14.485
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Categoria #
all - tutte 120.427
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 120.427
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20202.899 0 0 0 0 226 469 363 574 287 390 203 387
2020/20214.129 128 427 193 395 231 253 498 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
2024/20252.014 349 282 786 371 226 0 0 0 0 0 0 0
Totale 28.678