LEONI, Graziano
 Distribuzione geografica
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Continente #
NA - Nord America 16.457
EU - Europa 6.899
AS - Asia 3.013
Continente sconosciuto - Info sul continente non disponibili 45
OC - Oceania 22
AF - Africa 20
SA - Sud America 15
Totale 26.471
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Nazione #
US - Stati Uniti d'America 15.771
CN - Cina 2.624
IT - Italia 2.247
PL - Polonia 1.056
UA - Ucraina 857
SE - Svezia 743
CA - Canada 684
DE - Germania 557
GB - Regno Unito 557
FI - Finlandia 329
FR - Francia 231
IE - Irlanda 183
SG - Singapore 132
VN - Vietnam 59
IR - Iran 51
IN - India 45
BE - Belgio 43
EU - Europa 42
TR - Turchia 41
CZ - Repubblica Ceca 30
AU - Australia 19
NL - Olanda 15
KR - Corea 12
NG - Nigeria 12
DK - Danimarca 9
HK - Hong Kong 8
ID - Indonesia 8
PK - Pakistan 8
RO - Romania 8
BR - Brasile 6
GR - Grecia 6
PE - Perù 6
PH - Filippine 5
ES - Italia 4
JP - Giappone 4
NO - Norvegia 4
AT - Austria 3
CY - Cipro 3
NP - Nepal 3
NZ - Nuova Zelanda 3
RU - Federazione Russa 3
TN - Tunisia 3
TZ - Tanzania 3
A2 - ???statistics.table.value.countryCode.A2??? 2
BG - Bulgaria 2
BN - Brunei Darussalam 2
EG - Egitto 2
LK - Sri Lanka 2
LU - Lussemburgo 2
PT - Portogallo 2
SM - San Marino 2
SY - Repubblica araba siriana 2
A1 - Anonimo 1
AR - Argentina 1
BD - Bangladesh 1
CH - Svizzera 1
CO - Colombia 1
HN - Honduras 1
HR - Croazia 1
HU - Ungheria 1
IL - Israele 1
IM - Isola di Man 1
JM - Giamaica 1
MV - Maldive 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
TW - Taiwan 1
VE - Venezuela 1
Totale 26.471
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Città #
Jacksonville 2.082
Woodbridge 1.596
Chandler 1.464
Fairfield 1.386
Houston 982
Warsaw 966
Ashburn 870
Ann Arbor 828
Wilmington 798
Nanjing 587
Seattle 576
Toronto 504
Cambridge 483
San Mateo 333
Princeton 286
Lawrence 285
Boardman 275
Columbus 268
Beijing 250
Ogden 226
Nanchang 190
Dublin 176
Lachine 175
Dearborn 165
Camerino 156
New York 139
Milan 134
Shanghai 122
Centro 119
Kunming 112
Shenyang 110
Marche 109
Helsinki 108
London 104
Tianjin 95
Guangzhou 94
Tavullia 82
Hebei 81
Jiaxing 81
Singapore 81
Kraków 79
Rome 68
Napoli 67
Changsha 66
San Diego 60
Dong Ket 59
Orange 56
Hangzhou 52
Los Angeles 52
Washington 52
Philadelphia 50
Wuhan 45
Jinan 44
Redwood City 43
Lanzhou 41
Norwalk 41
Pescara 41
Chicago 37
Ardabil 36
Indiana 36
Ningbo 33
Brussels 31
Falls Church 31
Leawood 30
Zhengzhou 30
Serra 27
Venezia 27
Verona 24
Yiwu 24
Buffalo 23
Changchun 23
Monmouth Junction 23
Augusta 21
Ancona 20
Hefei 20
Jinhua 20
Auburn Hills 16
Bremen 16
Brno 16
Pesaro 16
Tappahannock 16
Fano 15
Kocaeli 15
Perugia 14
Taizhou 14
Fuzhou 13
Shenzhen 13
Sydney 13
Venice 13
Chengdu 12
Chieti 12
Chongqing 12
Council Bluffs 12
Hanover 12
Lagos 12
Wuxi 12
Lommel 11
Shaoxing 11
Düsseldorf 10
Gdansk 10
Totale 19.226
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Nome #
Assessment of seismic vulnerability of historical defensive walls 358
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 262
Influence of shear connection distributions on the behavior of continuous steel-concrete composite beams 256
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 235
Steel-based applications in earthquake-prone areas 215
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 191
Higher order model for the seismic response of bridge embankments 188
Time-dependent Analysis of Prestressed Composite Beams 187
Studi sulla rocca di Senigallia: metodi di valutazione del rischio sismico 182
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 178
Integrated approach for seismic vulnerability analysis of historic massive defensive structures 175
Seismic performance of innovative steel and concrete hybrid coupled shear walls 173
Un modello analitico per l’interazione cinematica di pali singoli inclinati 173
An integrated Survey Experience for Assessing the Seismic Vulnerability of Senigallia’s Fortress (Italy): Documentation for Conservation and FEM Modeling 171
Risk assessment and prevention priorities in cultural heritage preservation 167
Flexible connection influence on the ultimate capacity of externally prestressed composite beams 161
Seismic response of coupled wall-frame structures on pile foundations 161
A beam finite element for the shear-lag analysis of steel-concrete composite decks 156
Thin walled beams with internal unbonded cables: balance conditions and stability 156
Nonlinear analysis and experimental behaviour of an innovative steel frame with reinforced concrete infill walls 155
Seismic analysis of innovative hybrid steel concrete coupled walls 154
Slab Cracking Control in Continuous Steel-Concrete Bridge Decks 153
Nonlinear seismic response analysis of an innovative steel and concrete hybrid coupled wall system 153
An innovative seismic-resistant steel frame with reinforced concrete infill walls 151
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 150
Analytical evaluation of impedances and kinematic response of inclined piles 150
Ductile design of innovative steel and concrete hybrid coupled walls 149
Vibrations of beams prestressed by internal frictionless cables 147
Modified Aaem Method For Composite Beams With Post-connected Slab 147
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 146
Algebraic methods for creep analysis of continuous composite beams 144
Experimental and numerical modal analysis of a historical masonry bridge 144
Nonlinear seismic behaviour of wall-frame dual systems accounting for soil-structure interaction 143
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 143
Numerical analysis of thin walled beams with internal unbonded cables by the Ritz method 141
Accoppiamento tra viscosità e shear-lag nelle travi composte acciaio-calcestruzzo 140
Early age shrinkage and casting sequence effects in composite steel-concrete girders 139
Static equivalent method for the kinematic interaction analysis of single piles 139
Seismic assessment of stratified defensive walls with rubble stone infill 138
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 137
Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge 137
Partial Interaction Analysis With Shear-lag Effects of Composite Bridges: A Finite Element Implementation For Design Applications 135
Slab cracking control in continuous steel-concrete bridge decks 134
Local Effects Induced by Longitudinal Forces in Composite Girders 133
Closure to "Effective slab width in prestressed twin-girder composite decks" by Luigino Dezi, Fabrizio Gara, and Graziano Leoni 132
A comparative study on the time-dependent analysis of composite beams using available modelling techniques 132
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 131
Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study 131
Conceptual design of a pedestrian bridge by means of topology optimization 131
New insight on the seismic hazard of Monterubbiano (Marche Region) 131
Kinematic bending moments in pile foundations 130
Displacement-based formulations for composite beams with longitudinal slip and vertical uplift 130
Nonlinear Seismic Analysis of Innovative Hybrid-Coupled Shear Walls 129
A higher order steel-concrete composite beam model 126
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 125
Dynamic response of composite frames with rubber-based dissipating devices: experimental tests 124
Time-dependent analysis of shear-lag effect in composite beams 124
Slab cracking influence in the fatigue assessment of continuous composite decks 123
Design expressions for the effective width of composite steel-concrete members 123
Soil-structure interaction in the seismic response of an isolated three span motorway overcrossing founded on piles 122
Design of innovative seismic-resistant steel-concrete hybrid coupled shear walls 122
State of the art on the time-dependent behaviour of composite steel-concrete structures 122
Tests on two 18-years-old prestressed thin walled roof elements 121
Seismic response of reinforced concrete frames on monopile foundations 121
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 121
Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study 120
Shear-lag effects in composite beams with flexible connection 119
Creep and shrinkage analysis of composite beams 119
Long term analysis of externally prestressed composite beams 118
A model for the 3D kinematic interaction analysis of pile groups in layered soils 118
Analysis of an innovative solution for steel frames with reinforced concrete infill walls 118
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 118
Failure mechanisms of externally prestressed composite beams with partial shear connection 117
Seismic response of bridges on pile foundations considering soil-structure interaction 117
Shear-lag effect in twin-girder composite decks 116
Effective slab width in prestressed twin-girder composite decks 114
Simplified method to analyse casting sequences of composite bridge slabs 114
Simplified method of analysis accounting for shear-lag effects in composite bridge decks 114
Construction sequence modelling of continuous steel-concrete composite bridge decks 114
Short- and Long-term Analytical Solutions for Composite Beams with Partial Interaction and Shear-lag Effects 113
Prefabricated steel structures for low-rise buildings in seismic areas (Precasteel) 113
Linear soil-structure interaction of coupled wall-frame structures on pile foundations 113
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI UNA SCAFFALATURA METALLICA INTERNA AL POLO LOGISTICO WURTH SITO NEL COMUNE DI CAPENA (ROMA) 113
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 112
Nonlinear seismic analysis of innovative steel and concrete hybrid coupled shear walls in OpenSees 111
A beam finite element including shear lag effect for the time-dependent analysis of steel-concrete composite decks 110
Seismic response of reinforced concrete frames on pile foundations 109
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 108
La larghezza efficace della soletta nei ponti con impalcato composto acciaio-calcestruzzo 107
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 107
Kinematic interaction and rocking effects on the seismic response of viaducts on pile foundations 107
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 106
Design and performances of steel-concrete hybrid coupled shear walls in seismic conditions 106
A generic modelling of composite beams with longitudinal and vertical partial interaction 105
A beam finite element including shear-lag effect for the long-term analysis of steel-concrete composite decks 104
Studi sulla vulnerabilità sismica della rocca di Senigallia 103
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 103
A higher order finite element to analyse steel-concrete composite bridge decks 102
SUMMER SCHOOL - LABORATORIO PER IL PATRIMONIO CULTURALE POST SISMA 2016-17 Analisi strutturali e diagnostiche, Soluzioni Innovative e Tecnologie Digitali 102
Behaviour of concrete beams prestressed by unbonded tendons 101
Totale 13.889
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Categoria #
all - tutte 105.820
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 105.820
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20205.336 778 224 569 866 226 469 363 574 287 390 203 387
2020/20214.195 128 427 205 399 250 254 505 73 419 114 927 494
2021/20222.739 143 757 84 118 204 131 113 183 220 218 257 311
2022/20233.725 344 95 117 578 457 547 30 273 712 181 279 112
2023/20242.890 458 153 186 91 149 332 127 63 388 114 107 722
2024/2025305 305 0 0 0 0 0 0 0 0 0 0 0
Totale 27.188