TRALLI, Antonio Michele
 Distribuzione geografica
Continente #
NA - Nord America 16.487
AS - Asia 8.195
EU - Europa 5.818
SA - Sud America 1.657
AF - Africa 129
OC - Oceania 14
Continente sconosciuto - Info sul continente non disponibili 7
Totale 32.307
Nazione #
US - Stati Uniti d'America 16.196
SG - Singapore 3.462
CN - Cina 2.302
BR - Brasile 1.407
DE - Germania 1.177
UA - Ucraina 1.169
IT - Italia 1.159
HK - Hong Kong 839
TR - Turchia 614
GB - Regno Unito 552
VN - Vietnam 457
RU - Federazione Russa 365
FI - Finlandia 341
SE - Svezia 326
FR - Francia 272
PL - Polonia 172
MX - Messico 141
CA - Canada 117
IN - India 115
AR - Argentina 89
ID - Indonesia 70
BD - Bangladesh 64
ES - Italia 53
ZA - Sudafrica 51
EC - Ecuador 48
IQ - Iraq 42
NL - Olanda 42
JP - Giappone 39
BE - Belgio 37
IR - Iran 28
LT - Lituania 26
CO - Colombia 24
CZ - Repubblica Ceca 22
UZ - Uzbekistan 22
PT - Portogallo 21
CL - Cile 19
PE - Perù 19
PK - Pakistan 19
TN - Tunisia 19
VE - Venezuela 19
AT - Austria 15
MA - Marocco 15
UY - Uruguay 14
AE - Emirati Arabi Uniti 12
AU - Australia 12
DZ - Algeria 12
PY - Paraguay 12
GR - Grecia 11
TW - Taiwan 11
CH - Svizzera 10
KE - Kenya 10
SA - Arabia Saudita 10
JO - Giordania 9
KR - Corea 8
NP - Nepal 8
AZ - Azerbaigian 7
EG - Egitto 7
IL - Israele 7
KZ - Kazakistan 7
MY - Malesia 7
PH - Filippine 7
RO - Romania 7
AL - Albania 6
BO - Bolivia 5
BY - Bielorussia 5
HR - Croazia 5
JM - Giamaica 5
BG - Bulgaria 4
CI - Costa d'Avorio 4
EU - Europa 4
HU - Ungheria 4
IE - Irlanda 4
KG - Kirghizistan 4
NI - Nicaragua 4
OM - Oman 4
TT - Trinidad e Tobago 4
DK - Danimarca 3
DO - Repubblica Dominicana 3
GT - Guatemala 3
HN - Honduras 3
LB - Libano 3
PS - Palestinian Territory 3
AF - Afghanistan, Repubblica islamica di 2
AO - Angola 2
BA - Bosnia-Erzegovina 2
BB - Barbados 2
CR - Costa Rica 2
EE - Estonia 2
ET - Etiopia 2
MM - Myanmar 2
NZ - Nuova Zelanda 2
PA - Panama 2
QA - Qatar 2
RS - Serbia 2
SI - Slovenia 2
SN - Senegal 2
SV - El Salvador 2
XK - ???statistics.table.value.countryCode.XK??? 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
Totale 32.288
Città #
Singapore 2.059
Woodbridge 1.699
Fairfield 1.600
Jacksonville 1.271
Ashburn 1.213
Houston 1.073
Chandler 1.003
Ann Arbor 873
Santa Clara 873
Hong Kong 835
Beijing 735
Seattle 587
Wilmington 573
Cambridge 494
Izmir 409
Nanjing 368
Dallas 297
Princeton 274
Los Angeles 240
Boardman 199
Milan 196
Ferrara 168
Ho Chi Minh City 165
Warsaw 161
Munich 160
Addison 153
San Diego 138
São Paulo 126
The Dalles 117
Créteil 108
Shenyang 106
Mexico City 104
Hanoi 99
Nanchang 98
New York 92
Shanghai 88
Bremen 79
Hebei 75
Tianjin 73
San Mateo 72
Hefei 70
Moscow 63
Chicago 61
Changsha 60
Dearborn 60
Helsinki 60
London 57
Turku 54
Jiaxing 53
Brooklyn 50
Rio de Janeiro 50
Norwalk 49
Council Bluffs 48
Rome 45
Jinan 43
San Francisco 43
Redwood City 41
Belo Horizonte 40
Auburn Hills 39
Buffalo 39
Chennai 38
Toronto 38
Bologna 37
Boston 37
Jakarta 37
Mountain View 36
Brussels 34
Tokyo 34
Denver 33
Montreal 33
Orem 33
Stockholm 32
Padova 31
Atlanta 28
Falls Church 28
Ankara 27
Brasília 27
San Jose 27
Frankfurt am Main 26
Orange 26
Venezia 26
Kunming 25
Philadelphia 25
Da Nang 23
Indiana 22
Tashkent 22
Johannesburg 20
Baghdad 19
Charlotte 19
Falkenstein 19
Columbus 18
Guangzhou 18
Phoenix 18
Poplar 18
Zhengzhou 18
Manchester 17
Guarulhos 16
Guayaquil 16
Haiphong 16
Curitiba 15
Totale 21.110
Nome #
ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB 549
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults 238
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls 224
A new 3D experimentally consistent XFEM to simulate delamination in FRP-reinforced concrete 223
A simple hybrid model for torsion and flexure of thin-walled beams 218
Analisi pushover di costruzioni in muratura con codici di calcolo commerciali: problematiche a confronto 217
A B.E. Solution to Some Contact Problems with Adhesion 216
A discrete model for the plastic analysis of thin-walled beams of open cross section 202
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 201
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 198
Damage assessment and retrofitting of the Marchesale Castle (San Giuliano di Puglia 196
3D homogenized limit analysis of masonry buildings under horizontal loads 194
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach 190
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 187
Modal pushover and response history analyses of a masonry chimney before and after shortening 184
Base isolation of heavy non-structural monolithic objects at the top of a masonry monumental construction 183
A BEM Sensitivity Analysis for Unilateral Contact Problems 182
A B.E. non local approach in continuum damage mechanics 182
A Reissner Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 181
Homogenised limit analysis of masonry walls, Part I: Failure surfaces 181
A homogenized viscoelastic model for masonry structures 176
A Spline Based Approach for Avoiding Domain Integrations in BEM 172
Structural analysis of the “3Ponti” of Comacchio (Ferrara, ITALY) 171
A unified multifield formulation in nonlocal damage 169
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches 168
Sensitivity analysis for unilateral contact problems: "Boundary" variational formulations and B.E.M. discretisations 167
Stability of slender beams and frames resting on 2D elastic half-space 167
Effects of May 2012 Emilia earthquake on industrial buildings of early ’900 on the Po river line 166
A numerical approach to the evaluation of collapse load multiplier of masonry curved structures 166
Numerical insights on the seismic behavior of a non-isolated historical masonry tower 166
Sensitivity Analysis of Fibre-Reinforced Composites with Interphase Unilateral Constraints 165
Extended variational formulations and F.E. models in the stability analysis of non-conservative elastic systems 164
Dynamic soil-structure interaction of coupled shear walls by boundary element method 164
Variationally consistent eXtended FE model for 3D planar and curved imperfect interfaces 164
The seismic behaviour of ancient masonry buildings after the earthquake in Emilia(Italy) on May 20 and 29 164
the use of Spline Approximated Particular Integrals in Free Vibration Analysis of Membranes by BEM 162
A Mixed Plate Model Allowing for Arbitrary Delaminations 161
A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls 161
Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method 161
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I : unreinforced masonry failure surfaces 161
Homogenised limit analysis of masonry walls. Part II: structural examples 161
3D numerical modelling of imperfect interfaces in particulate composites by means of an eXtended Finite Element Method 158
A thermodynamically consistent nonlocal formulation for damaging materials 157
Advanced numerical models for the analysis of masonry cross vaults: a case-study in Italy 155
Iterative LCP solvers for non-local loading-unloading conditions 155
Fast kinematic limit analysis of masonry walls with out-of-plane loading 155
Debonding of FRP and thin films from an elastic half-plane using a coupled FE-BIE model 154
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures 153
A fast Gauss transform algorithm for the finite element solution of nonlocal integral models 153
On the analysis of unilaterally supported plates by finite element models 152
A 4-noded mixed-hybrid finite element, using unsymmetric stresses, for linear analysis of plates 152
A Fast Multipole approach to inverse problems in wave propagation 152
Out-of-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenization procedures 151
3D XFEM modelling of imperfect interfaces 150
Three-dimensional modelling of embedded coated spherical inclusions through a regularized XFEM approach 149
Three-dimensional analysis of a damaged masonry arch bridge under horizontal load 149
A four-node hybrid strain assumed element for laminate composite plates 148
Computational Methods for Masonry Vaults: A Review of Recent Results 148
Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari 148
A regularized XFEM model for the transition from continuous to discontinuous displacements 147
Recent developments in F.E. analysis of FRP reinforced masonry vaults: Case studies in Italy 147
Limit analysis of out-of-plane loaded running bond masonry walls under Mindlin-Reissner plate hypotheses 147
On optimal spherical masonry domes of uniform strength 147
Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral 146
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls 146
Analysis of masonry structures: review of and recent trends in homogenisation techniques 145
Simple numerical model with second order effects for out-of-plane loaded masonry walls 145
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation 143
A refined model for laminated beams. Part I:A new high-order approach 142
Sulla soluzione di problemi di contatto monolatero in presenza di attrito mediante discretizzazione di equazioni integrali di contorno 141
On Collapse Behavior of Reinforced Masonry Domes under Seismic Loads 141
Nonlocal continuum damage: a BEM formulation 141
Extended variational formulations and F .E models for non-linear non-conservative mechanical problems 140
Boundary Variational Formulations and Numerical Solution Techniques for Unilateral Contact Problem 140
Interfacial shear stress analysis of bar and thin film bonded to 2D elastic substrate using a coupled FE-BIE method 139
A Lagrangian multiplier approach for nonlocal damaging materials 139
Finite element incremental analysis of elastoplastic plate bending 139
Simple and effective equilibrium models for vibration analysis of curved rods 139
A nonlocal damage approach in fracture mechanics 138
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new genetic algorithm nurbs-based approach 138
A finite element multifield model for critical loads of composite laminated plates 137
A general NURBS-based method for kinematic limit analysis of masonry vaults 137
An improved time domain boundary element approach for two-dimensional elastodynamics 136
‘Extended’ variational formulations and finite element models for the elastohydrodynamic lubrication problem 136
NURBS-Based Upper Bound Limit Analysis of FRP Reinforced Masonry Vaults through an Efficient Mesh Adaptation Scheme 136
Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures 136
Fragility functions for local failure mechanisms in unreinforced masonry buildings: a typological study in Ferrara, Italy 136
A F.E. Limit analysis software for FRP-reinforced masonry buildings subjected to Horizontal loads 135
Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques 135
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy 135
Full 3D homogenization approach to investigate the behavior of masonry arch bridges: the Venice trans-lagoon railway bridge 134
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] 134
A four-node hybrid assumed-strain finite element for laminated composite shells 133
Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded 133
A masonry chimney damaged by the 2012 Emilia earthquake sequence 133
A FAST FEM ALGORITHM FOR NON-LOCAL INTEGRAL MODELS 133
Continuous and discrete models for masonry like material: A critical comparative study 133
Extended variational formulations and F.E. models for non-linear beams under non-conservative loading 131
On uniqueness for frictional contact rate problems 130
A PREDICTIVE MODEL FOR THE SEISMIC SAFETY ASSESSMENT OF SCHOOL MASONRY BUILDINGS 130
Totale 16.234
Categoria #
all - tutte 150.375
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.034
Totale 153.409


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.096 0 0 0 0 0 388 128 342 104 477 453 204
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
2024/20255.191 130 137 398 165 719 387 141 371 735 709 684 615
2025/20267.730 1.293 825 1.199 1.569 2.025 819 0 0 0 0 0 0
Totale 32.641