TRALLI, Antonio Michele
 Distribuzione geografica
Continente #
NA - Nord America 13.823
EU - Europa 4.759
AS - Asia 3.153
SA - Sud America 225
AF - Africa 14
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 6
Totale 21.991
Nazione #
US - Stati Uniti d'America 13.775
CN - Cina 1.434
UA - Ucraina 1.117
IT - Italia 1.049
SG - Singapore 970
DE - Germania 936
TR - Turchia 581
GB - Regno Unito 450
SE - Svezia 296
FI - Finlandia 286
FR - Francia 213
BR - Brasile 210
PL - Polonia 119
RU - Federazione Russa 111
CA - Canada 44
BE - Belgio 36
ID - Indonesia 33
IR - Iran 26
IN - India 24
NL - Olanda 24
PT - Portogallo 20
CZ - Repubblica Ceca 18
LT - Lituania 17
ES - Italia 13
HK - Hong Kong 12
GR - Grecia 11
TW - Taiwan 11
AU - Australia 9
AT - Austria 8
KR - Corea 8
PK - Pakistan 8
HR - Croazia 5
IQ - Iraq 5
JP - Giappone 5
MY - Malesia 5
RO - Romania 5
CH - Svizzera 4
EC - Ecuador 4
EU - Europa 4
HU - Ungheria 4
NP - Nepal 4
PH - Filippine 4
TN - Tunisia 4
AE - Emirati Arabi Uniti 3
AL - Albania 3
DK - Danimarca 3
DZ - Algeria 3
UY - Uruguay 3
UZ - Uzbekistan 3
AZ - Azerbaigian 2
BD - Bangladesh 2
BG - Bulgaria 2
CL - Cile 2
CO - Colombia 2
IE - Irlanda 2
IL - Israele 2
KG - Kirghizistan 2
LB - Libano 2
MA - Marocco 2
NZ - Nuova Zelanda 2
PE - Perù 2
SI - Slovenia 2
SN - Senegal 2
VN - Vietnam 2
ZA - Sudafrica 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BA - Bosnia-Erzegovina 1
BY - Bielorussia 1
CY - Cipro 1
DO - Repubblica Dominicana 1
EE - Estonia 1
EG - Egitto 1
GT - Guatemala 1
JO - Giordania 1
KW - Kuwait 1
KZ - Kazakistan 1
LU - Lussemburgo 1
MX - Messico 1
PA - Panama 1
PY - Paraguay 1
RS - Serbia 1
TM - Turkmenistan 1
VE - Venezuela 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 21.991
Città #
Woodbridge 1.699
Fairfield 1.600
Jacksonville 1.268
Houston 1.061
Chandler 1.003
Ann Arbor 873
Santa Clara 827
Ashburn 670
Seattle 580
Wilmington 571
Singapore 507
Cambridge 494
Izmir 407
Nanjing 366
Beijing 288
Princeton 274
Boardman 197
Milan 174
Ferrara 163
Addison 153
San Diego 137
Warsaw 116
Créteil 108
Shenyang 104
Nanchang 98
Shanghai 85
Los Angeles 82
Bremen 79
Hebei 75
San Mateo 72
Dearborn 60
Helsinki 59
Tianjin 59
Changsha 58
Jiaxing 53
Norwalk 49
Jinan 42
Redwood City 41
Auburn Hills 39
Rome 38
Mountain View 36
Bologna 35
Brussels 33
Jakarta 33
London 32
Padova 31
Toronto 30
Council Bluffs 29
Falls Church 28
Orange 26
Venezia 26
Kunming 25
Philadelphia 24
Indiana 22
Zhengzhou 18
Verona 15
Munich 14
Pescara 14
Redmond 14
Des Moines 13
Guangzhou 13
Frankfurt am Main 12
Hong Kong 12
Istanbul 12
New York 12
Ningbo 12
Pisa 12
São Paulo 12
Tappahannock 12
Torino 12
Falkenstein 11
Ostrava 11
Augusta 10
Belo Horizonte 10
Düsseldorf 10
Chicago 9
Naples 9
Ottawa 9
Ankara 8
Lanzhou 8
Leawood 8
Monmouth Junction 8
San Francisco 8
Taizhou 8
Ardabil 7
Bari 7
Fuzhou 7
Parma 7
Taipei 7
Brasília 6
Changchun 6
Chioggia 6
Hangzhou 6
Limena 6
Walnut 6
Washington 6
Wuhan 6
Candia Lomellina 5
Caserta 5
Genova 5
Totale 15.473
Nome #
ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB 481
A simple hybrid model for torsion and flexure of thin-walled beams 183
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults 163
A B.E. Solution to Some Contact Problems with Adhesion 154
Analisi pushover di costruzioni in muratura con codici di calcolo commerciali: problematiche a confronto 153
Damage assessment and retrofitting of the Marchesale Castle (San Giuliano di Puglia 152
A new 3D experimentally consistent XFEM to simulate delamination in FRP-reinforced concrete 150
Modal pushover and response history analyses of a masonry chimney before and after shortening 150
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls 149
Base isolation of heavy non-structural monolithic objects at the top of a masonry monumental construction 148
A discrete model for the plastic analysis of thin-walled beams of open cross section 148
Homogenised limit analysis of masonry walls, Part I: Failure surfaces 142
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 141
A Spline Based Approach for Avoiding Domain Integrations in BEM 140
Homogenised limit analysis of masonry walls. Part II: structural examples 139
3D homogenized limit analysis of masonry buildings under horizontal loads 138
A homogenized viscoelastic model for masonry structures 138
The seismic behaviour of ancient masonry buildings after the earthquake in Emilia(Italy) on May 20 and 29 136
A unified multifield formulation in nonlocal damage 134
Extended variational formulations and F.E. models in the stability analysis of non-conservative elastic systems 133
Sensitivity Analysis of Fibre-Reinforced Composites with Interphase Unilateral Constraints 132
A Reissner Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 131
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 129
Numerical insights on the seismic behavior of a non-isolated historical masonry tower 128
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 127
Sensitivity Analysis for Unilateral Contact Problems: "Boundary" Variational Formulations and B.E.M. Discretisations 125
the use of Spline Approximated Particular Integrals in Free Vibration Analysis of Membranes by BEM 125
Advanced numerical models for the analysis of masonry cross vaults: a case-study in Italy 123
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach 122
A BEM Sensitivity Analysis for Unilateral Contact Problems 121
Dynamic soil-structure interaction of coupled shear walls by boundary element method 121
Structural analysis of the “3Ponti” of Comacchio (Ferrara, ITALY) 121
A thermodynamically consistent nonlocal formulation for damaging materials 120
A regularized XFEM model for the transition from continuous to discontinuous displacements 119
Variationally consistent eXtended FE model for 3D planar and curved imperfect interfaces 117
Stability of slender beams and frames resting on 2D elastic half-space 117
null 116
Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral 116
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls 116
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches 116
Fast kinematic limit analysis of masonry walls with out-of-plane loading 115
On optimal spherical masonry domes of uniform strength 115
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures 114
Iterative LCP solvers for non-local loading-unloading conditions 114
Out-of-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenization procedures 114
Analysis of masonry structures: review of and recent trends in homogenisation techniques 113
Effects of May 2012 Emilia earthquake on industrial buildings of early ’900 on the Po river line 113
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new genetic algorithm nurbs-based approach 112
Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques 111
Computational Methods for Masonry Vaults: A Review of Recent Results 111
Finite element incremental analysis of elastoplastic plate bending 111
Extended variational formulations and F .E models for non-linear non-conservative mechanical problems 110
A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls 110
Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method 110
Recent developments in F.E. analysis of FRP reinforced masonry vaults: Case studies in Italy 110
On the analysis of unilaterally supported plates by finite element models 109
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy 109
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation 109
Debonding of FRP and thin films from an elastic half-plane using a coupled FE-BIE model 109
Continuous and discrete models for masonry like material: A critical comparative study 108
Simple numerical model with second order effects for out-of-plane loaded masonry walls 107
Simple and effective equilibrium models for vibration analysis of curved rods 107
Sulla soluzione di problemi di contatto monolatero in presenza di attrito mediante discretizzazione di equazioni integrali di contorno 106
Limit analysis of out-of-plane loaded running bond masonry walls under Mindlin-Reissner plate hypotheses 105
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I : unreinforced masonry failure surfaces 104
null 103
null 102
Full 3D homogenization approach to investigate the behavior of masonry arch bridges: the Venice trans-lagoon railway bridge 102
Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded 101
On B.E. Solutions of Elastic Frictionless Contact Problems 100
Simple SQP approach for out-of-plane loaded homogenized brickwork panels, accounting for softening 100
Extended variational formulations and F.E. models for non-linear beams under non-conservative loading 100
A B.E. non local approach in continuum damage mechanics 99
A weak formulation of boundary integral equations, with application to elasticity problems 99
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new Genetic Algorithm NURBS-based approach 99
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches 97
The fast Gauss transform for non-local integral FE models 96
A hybrid stress-assumed transition element for solid-to-beam and plate-to-beam connections 96
Seismic risk assessment of the masonry chimney of the University of Ferrara [Valutazione della vulnerabilità sismica della ciminiera in muratura del Polo Scientifico-Tecnologico dell’Università degli Studi di Ferrara] 96
null 95
Fast kinematic limit analysis of FRP-reinforced masonry vaults. II: Numerical simulations 95
On the analysis of membranes stretched over a unilateral support by B.E.M. 95
null 95
null 95
null 95
Interfacial shear stress analysis of bar and thin film bonded to 2D elastic substrate using a coupled FE-BIE method 94
On Collapse Behavior of Reinforced Masonry Domes under Seismic Loads 94
null 92
A numerical approach to the evaluation of collapse load multiplier of masonry curved structures 92
Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari 92
A Mixed Plate Model Allowing for Arbitrary Delaminations 91
null 91
On uniqueness for frictional contact rate problems 91
Boundary Variational Formulations and Numerical Solution Techniques for Unilateral Contact Problem 91
A 4-noded mixed-hybrid finite element, using unsymmetric stresses, for linear analysis of plates 90
null 90
Analisi limite delle travi in parete sottile. Nota I: le curve di interazione esatte delle caratteristiche di sforzo associate a tensioni normali 90
Nonlocal formulations of integral type for generalized standard materials 89
Three-dimensional modelling of embedded coated spherical inclusions through a regularized XFEM approach 89
null 89
Totale 11.795
Categoria #
all - tutte 107.778
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.221
Totale 109.999


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.033 0 0 0 0 0 0 0 0 271 432 240 90
2020/20213.210 271 238 114 347 144 388 128 342 104 477 453 204
2021/20222.522 140 305 205 50 106 130 81 117 80 200 203 905
2022/20232.580 348 116 102 259 471 370 134 233 309 20 147 71
2023/2024875 155 150 35 33 50 12 44 42 15 27 33 279
2024/20252.605 130 137 398 165 719 387 141 371 157 0 0 0
Totale 22.325