TRALLI, Antonio Michele
 Distribuzione geografica
Continente #
NA - Nord America 18.940
AS - Asia 10.716
EU - Europa 6.401
SA - Sud America 1.944
AF - Africa 246
OC - Oceania 18
Continente sconosciuto - Info sul continente non disponibili 7
Totale 38.272
Nazione #
US - Stati Uniti d'America 18.571
SG - Singapore 4.200
CN - Cina 2.586
BR - Brasile 1.545
IT - Italia 1.298
DE - Germania 1.194
UA - Ucraina 1.178
VN - Vietnam 1.075
HK - Hong Kong 920
TR - Turchia 659
GB - Regno Unito 582
FR - Francia 536
RU - Federazione Russa 383
FI - Finlandia 377
SE - Svezia 327
JP - Giappone 258
IN - India 247
PL - Polonia 176
BD - Bangladesh 163
MX - Messico 161
CA - Canada 142
AR - Argentina 136
ID - Indonesia 100
IQ - Iraq 86
ZA - Sudafrica 80
EC - Ecuador 69
ES - Italia 68
NL - Olanda 60
CO - Colombia 54
PK - Pakistan 50
PH - Filippine 44
BE - Belgio 42
TN - Tunisia 41
MA - Marocco 40
CL - Cile 39
SA - Arabia Saudita 36
UZ - Uzbekistan 36
VE - Venezuela 35
IR - Iran 28
MY - Malesia 28
LT - Lituania 27
PE - Perù 25
KE - Kenya 23
AE - Emirati Arabi Uniti 22
CZ - Repubblica Ceca 22
JO - Giordania 22
PT - Portogallo 22
AT - Austria 19
AZ - Azerbaigian 17
UY - Uruguay 16
DZ - Algeria 15
PY - Paraguay 15
AU - Australia 14
IL - Israele 13
NP - Nepal 13
CH - Svizzera 12
GR - Grecia 12
KZ - Kazakistan 12
OM - Oman 12
TW - Taiwan 12
JM - Giamaica 11
AL - Albania 10
EG - Egitto 10
LB - Libano 10
KR - Corea 9
RO - Romania 9
TH - Thailandia 9
BO - Bolivia 8
GE - Georgia 8
BY - Bielorussia 7
CR - Costa Rica 7
DO - Repubblica Dominicana 7
GT - Guatemala 7
HN - Honduras 7
IE - Irlanda 7
NI - Nicaragua 7
BG - Bulgaria 6
ET - Etiopia 6
PS - Palestinian Territory 6
HR - Croazia 5
HU - Ungheria 5
TT - Trinidad e Tobago 5
AO - Angola 4
BH - Bahrain 4
CI - Costa d'Avorio 4
DK - Danimarca 4
EU - Europa 4
KG - Kirghizistan 4
KH - Cambogia 4
KW - Kuwait 4
MM - Myanmar 4
NZ - Nuova Zelanda 4
RS - Serbia 4
SN - Senegal 4
SV - El Salvador 4
CY - Cipro 3
MU - Mauritius 3
PA - Panama 3
QA - Qatar 3
AF - Afghanistan, Repubblica islamica di 2
Totale 38.227
Città #
Singapore 2.658
Woodbridge 1.700
Ashburn 1.676
Fairfield 1.600
San Jose 1.364
Jacksonville 1.274
Houston 1.078
Chandler 1.003
Hong Kong 905
Santa Clara 898
Ann Arbor 873
Beijing 764
Seattle 587
Wilmington 573
Cambridge 494
Izmir 411
Nanjing 368
Ho Chi Minh City 357
Dallas 313
Princeton 274
Hanoi 258
Los Angeles 254
Tokyo 251
Lauterbourg 217
Milan 208
Boardman 199
Ferrara 172
Warsaw 163
Munich 160
Addison 153
New York 151
The Dalles 147
San Diego 139
São Paulo 137
Mexico City 113
Créteil 108
Shenyang 106
Nanchang 99
Helsinki 95
Shanghai 91
Bremen 80
Hebei 75
Tianjin 75
Orem 74
San Mateo 72
Hefei 70
Chicago 68
Council Bluffs 67
Moscow 66
Chennai 65
Rome 65
London 61
Changsha 60
Dearborn 60
Brooklyn 59
Rio de Janeiro 57
Turku 54
Da Nang 53
Jiaxing 53
Norwalk 49
Buffalo 48
Bologna 47
San Francisco 45
Atlanta 43
Jinan 43
Belo Horizonte 42
Jakarta 41
Redwood City 41
Toronto 41
Auburn Hills 39
Boston 38
Haiphong 38
Denver 37
Montreal 37
Baghdad 36
Mountain View 36
Brussels 34
Frankfurt am Main 34
Tashkent 33
Stockholm 32
Padova 31
Ankara 30
Philadelphia 30
Brasília 28
Falls Church 28
Johannesburg 28
Orange 26
Venezia 26
Kunming 25
Manchester 25
Istanbul 24
Amsterdam 23
Mumbai 23
Guangzhou 22
Indiana 22
Quito 22
Phoenix 21
Charlotte 20
Dhaka 20
Guayaquil 20
Totale 24.953
Nome #
ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB 594
Analisi pushover di costruzioni in muratura con codici di calcolo commerciali: problematiche a confronto 296
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults 288
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls 262
A new 3D experimentally consistent XFEM to simulate delamination in FRP-reinforced concrete 253
A B.E. Solution to Some Contact Problems with Adhesion 249
A simple hybrid model for torsion and flexure of thin-walled beams 236
3D homogenized limit analysis of masonry buildings under horizontal loads 235
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 233
A discrete model for the plastic analysis of thin-walled beams of open cross section 229
A B.E. non local approach in continuum damage mechanics 223
Modal pushover and response history analyses of a masonry chimney before and after shortening 223
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 221
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach 221
Damage assessment and retrofitting of the Marchesale Castle (San Giuliano di Puglia 219
A Reissner Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 216
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 212
A BEM Sensitivity Analysis for Unilateral Contact Problems 208
Homogenised limit analysis of masonry walls, Part I: Failure surfaces 208
Stability of slender beams and frames resting on 2D elastic half-space 206
Base isolation of heavy non-structural monolithic objects at the top of a masonry monumental construction 205
A numerical approach to the evaluation of collapse load multiplier of masonry curved structures 205
The seismic behaviour of ancient masonry buildings after the earthquake in Emilia(Italy) on May 20 and 29 202
Structural analysis of the “3Ponti” of Comacchio (Ferrara, ITALY) 200
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches 198
A homogenized viscoelastic model for masonry structures 196
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I : unreinforced masonry failure surfaces 195
Numerical insights on the seismic behavior of a non-isolated historical masonry tower 195
Variationally consistent eXtended FE model for 3D planar and curved imperfect interfaces 194
A four-node hybrid strain assumed element for laminate composite plates 191
A Mixed Plate Model Allowing for Arbitrary Delaminations 189
Fast kinematic limit analysis of masonry walls with out-of-plane loading 189
A unified multifield formulation in nonlocal damage 187
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches 187
Dynamic soil-structure interaction of coupled shear walls by boundary element method 186
Effects of May 2012 Emilia earthquake on industrial buildings of early ’900 on the Po river line 186
A Spline Based Approach for Avoiding Domain Integrations in BEM 185
A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls 185
3D numerical modelling of imperfect interfaces in particulate composites by means of an eXtended Finite Element Method 184
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation 184
Sensitivity Analysis of Fibre-Reinforced Composites with Interphase Unilateral Constraints 183
3D XFEM modelling of imperfect interfaces 183
Debonding of FRP and thin films from an elastic half-plane using a coupled FE-BIE model 182
A thermodynamically consistent nonlocal formulation for damaging materials 181
Homogenised limit analysis of masonry walls. Part II: structural examples 181
A refined model for laminated beams. Part I:A new high-order approach 180
Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method 180
A fast Gauss transform algorithm for the finite element solution of nonlocal integral models 180
Extended variational formulations and F.E. models in the stability analysis of non-conservative elastic systems 179
A 4-noded mixed-hybrid finite element, using unsymmetric stresses, for linear analysis of plates 179
Advanced numerical models for the analysis of masonry cross vaults: a case-study in Italy 179
Iterative LCP solvers for non-local loading-unloading conditions 179
Three-dimensional analysis of a damaged masonry arch bridge under horizontal load 179
A Fast Multipole approach to inverse problems in wave propagation 177
Sensitivity analysis for unilateral contact problems: "Boundary" variational formulations and B.E.M. discretisations 176
A general NURBS-based method for kinematic limit analysis of masonry vaults 176
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures 174
Simple numerical model with second order effects for out-of-plane loaded masonry walls 174
Identification of internal residual stress parameters in silicon/silicon nitride bilayers for implementation of a crystalline micro-undulator 174
Limit analysis of out-of-plane loaded running bond masonry walls under Mindlin-Reissner plate hypotheses 174
Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari 174
Analysis of masonry structures: review of and recent trends in homogenisation techniques 172
Recent developments in F.E. analysis of FRP reinforced masonry vaults: Case studies in Italy 172
Out-of-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenization procedures 172
Fragility functions for local failure mechanisms in unreinforced masonry buildings: a typological study in Ferrara, Italy 172
the use of Spline Approximated Particular Integrals in Free Vibration Analysis of Membranes by BEM 171
Three-dimensional modelling of embedded coated spherical inclusions through a regularized XFEM approach 171
A finite element multifield model for critical loads of composite laminated plates 171
A regularized XFEM model for the transition from continuous to discontinuous displacements 170
Computational Methods for Masonry Vaults: A Review of Recent Results 170
On optimal spherical masonry domes of uniform strength 170
Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral 169
On Collapse Behavior of Reinforced Masonry Domes under Seismic Loads 168
Full 3D homogenization approach to investigate the behavior of masonry arch bridges: the Venice trans-lagoon railway bridge 167
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls 167
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new genetic algorithm nurbs-based approach 167
On the analysis of unilaterally supported plates by finite element models 165
Continuous and discrete models for masonry like material: A critical comparative study 165
Simple and effective equilibrium models for vibration analysis of curved rods 165
An improved time domain boundary element approach for two-dimensional elastodynamics 164
A masonry chimney damaged by the 2012 Emilia earthquake sequence 163
Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures 163
Finite element incremental analysis of elastoplastic plate bending 161
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] 161
A F.E. Limit analysis software for FRP-reinforced masonry buildings subjected to Horizontal loads 160
NURBS-Based Upper Bound Limit Analysis of FRP Reinforced Masonry Vaults through an Efficient Mesh Adaptation Scheme 160
A Lagrangian multiplier approach for nonlocal damaging materials 159
A PREDICTIVE MODEL FOR THE SEISMIC SAFETY ASSESSMENT OF SCHOOL MASONRY BUILDINGS 158
Interfacial shear stress analysis of bar and thin film bonded to 2D elastic substrate using a coupled FE-BIE method 158
Boundary Variational Formulations and Numerical Solution Techniques for Unilateral Contact Problem 158
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy 158
On uniqueness for frictional contact rate problems 157
Homogenized upper bound FE limit analysis model for FRP-reinforced masonry vaults 157
Assessment of historic centres through a multidisciplinary approach based on the simultaneous application of Remote Sensing, GIS and quick procedures for survey and vulnerability evaluation: the Arsita case 157
Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded 156
A FAST FEM ALGORITHM FOR NON-LOCAL INTEGRAL MODELS 156
A nonlocal damage approach in fracture mechanics 156
Extended variational formulations and F .E models for non-linear non-conservative mechanical problems 155
‘Extended’ variational formulations and finite element models for the elastohydrodynamic lubrication problem 155
Sulla soluzione di problemi di contatto monolatero in presenza di attrito mediante discretizzazione di equazioni integrali di contorno 154
Totale 18.989
Categoria #
all - tutte 165.148
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.319
Totale 168.467


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021657 0 0 0 0 0 0 0 0 0 0 453 204
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
2025/202613.695 1.293 825 1.199 1.569 2.025 962 1.643 703 1.291 1.728 457 0
Totale 38.606