TRALLI, Antonio Michele
 Distribuzione geografica
Continente #
NA - Nord America 16.450
AS - Asia 8.061
EU - Europa 5.810
SA - Sud America 1.645
AF - Africa 128
OC - Oceania 14
Continente sconosciuto - Info sul continente non disponibili 7
Totale 32.115
Nazione #
US - Stati Uniti d'America 16.162
SG - Singapore 3.395
CN - Cina 2.291
BR - Brasile 1.400
DE - Germania 1.176
UA - Ucraina 1.169
IT - Italia 1.158
HK - Hong Kong 839
TR - Turchia 613
GB - Regno Unito 550
VN - Vietnam 415
RU - Federazione Russa 364
FI - Finlandia 341
SE - Svezia 326
FR - Francia 272
PL - Polonia 172
MX - Messico 141
CA - Canada 117
IN - India 114
AR - Argentina 88
ID - Indonesia 70
BD - Bangladesh 59
ES - Italia 52
ZA - Sudafrica 51
EC - Ecuador 48
NL - Olanda 42
IQ - Iraq 41
JP - Giappone 38
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 18
TN - Tunisia 18
PK - Pakistan 16
VE - Venezuela 16
MA - Marocco 15
AT - Austria 14
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 8
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
HR - Croazia 5
JM - Giamaica 5
BG - Bulgaria 4
BY - Bielorussia 4
CI - Costa d'Avorio 4
EU - Europa 4
HU - Ungheria 4
IE - Irlanda 4
KG - Kirghizistan 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
NI - Nicaragua 3
PS - Palestinian Territory 3
AF - Afghanistan, Repubblica islamica di 2
AO - Angola 2
BA - Bosnia-Erzegovina 2
BB - Barbados 2
EE - Estonia 2
ET - Etiopia 2
NZ - Nuova Zelanda 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
BH - Bahrain 1
BN - Brunei Darussalam 1
CG - Congo 1
Totale 32.096
Città #
Singapore 1.995
Woodbridge 1.699
Fairfield 1.600
Jacksonville 1.271
Ashburn 1.210
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
Warsaw 161
Munich 160
Addison 153
Ho Chi Minh City 153
San Diego 138
São Paulo 124
The Dalles 114
Créteil 108
Shenyang 106
Mexico City 104
Nanchang 98
New York 92
Hanoi 91
Shanghai 87
Bremen 79
Hebei 75
Tianjin 73
San Mateo 72
Hefei 70
Moscow 63
Changsha 60
Chicago 60
Dearborn 60
Helsinki 60
London 56
Turku 54
Jiaxing 53
Brooklyn 50
Rio de Janeiro 50
Norwalk 49
Rome 45
Jinan 43
San Francisco 43
Redwood City 41
Belo Horizonte 40
Auburn Hills 39
Buffalo 39
Council Bluffs 39
Chennai 38
Toronto 38
Bologna 37
Jakarta 37
Boston 36
Mountain View 36
Brussels 34
Denver 33
Montreal 33
Tokyo 33
Orem 32
Stockholm 32
Padova 31
Atlanta 28
Falls Church 28
Ankara 27
Brasília 27
Frankfurt am Main 26
Orange 26
Venezia 26
Kunming 25
Philadelphia 25
Indiana 22
Tashkent 22
Da Nang 21
Johannesburg 20
Charlotte 19
Falkenstein 19
Baghdad 18
Columbus 18
Guangzhou 18
Phoenix 18
Zhengzhou 18
Manchester 17
Poplar 17
Guarulhos 16
Guayaquil 16
Curitiba 15
Haiphong 15
Istanbul 15
Totale 20.986
Nome #
ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB 545
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults 235
A new 3D experimentally consistent XFEM to simulate delamination in FRP-reinforced concrete 221
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls 221
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 214
A discrete model for the plastic analysis of thin-walled beams of open cross section 201
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 199
Damage assessment and retrofitting of the Marchesale Castle (San Giuliano di Puglia 196
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 196
3D homogenized limit analysis of masonry buildings under horizontal loads 192
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach 189
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 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 181
Modal pushover and response history analyses of a masonry chimney before and after shortening 181
A Reissner Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 180
A B.E. non local approach in continuum damage mechanics 180
Homogenised limit analysis of masonry walls, Part I: Failure surfaces 180
A homogenized viscoelastic model for masonry structures 174
A Spline Based Approach for Avoiding Domain Integrations in BEM 171
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 167
Sensitivity analysis for unilateral contact problems: "Boundary" variational formulations and B.E.M. discretisations 166
Numerical insights on the seismic behavior of a non-isolated historical masonry tower 166
Stability of slender beams and frames resting on 2D elastic half-space 165
Extended variational formulations and F.E. models in the stability analysis of non-conservative elastic systems 164
Sensitivity Analysis of Fibre-Reinforced Composites with Interphase Unilateral Constraints 164
Dynamic soil-structure interaction of coupled shear walls by boundary element method 164
Effects of May 2012 Emilia earthquake on industrial buildings of early ’900 on the Po river line 164
The seismic behaviour of ancient masonry buildings after the earthquake in Emilia(Italy) on May 20 and 29 164
A numerical approach to the evaluation of collapse load multiplier of masonry curved structures 163
the use of Spline Approximated Particular Integrals in Free Vibration Analysis of Membranes by BEM 162
Variationally consistent eXtended FE model for 3D planar and curved imperfect interfaces 162
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
A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls 160
Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method 160
A Mixed Plate Model Allowing for Arbitrary Delaminations 159
A thermodynamically consistent nonlocal formulation for damaging materials 157
3D numerical modelling of imperfect interfaces in particulate composites by means of an eXtended Finite Element Method 156
Fast kinematic limit analysis of masonry walls with out-of-plane loading 155
Advanced numerical models for the analysis of masonry cross vaults: a case-study in Italy 154
Iterative LCP solvers for non-local loading-unloading conditions 154
Debonding of FRP and thin films from an elastic half-plane using a coupled FE-BIE model 154
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
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures 152
A fast Gauss transform algorithm for the finite element solution of nonlocal integral models 152
Out-of-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenization procedures 151
A Fast Multipole approach to inverse problems in wave propagation 150
3D XFEM modelling of imperfect interfaces 149
A four-node hybrid strain assumed element for laminate composite plates 148
Three-dimensional modelling of embedded coated spherical inclusions through a regularized XFEM approach 147
Computational Methods for Masonry Vaults: A Review of Recent Results 147
Three-dimensional analysis of a damaged masonry arch bridge under horizontal load 147
A regularized XFEM model for the transition from continuous to discontinuous displacements 146
Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral 146
Recent developments in F.E. analysis of FRP reinforced masonry vaults: Case studies in Italy 146
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls 146
Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari 146
On optimal spherical masonry domes of uniform strength 146
Analysis of masonry structures: review of and recent trends in homogenisation techniques 144
Simple numerical model with second order effects for out-of-plane loaded masonry walls 144
Limit analysis of out-of-plane loaded running bond masonry walls under Mindlin-Reissner plate hypotheses 144
A refined model for laminated beams. Part I:A new high-order approach 141
Sulla soluzione di problemi di contatto monolatero in presenza di attrito mediante discretizzazione di equazioni integrali di contorno 141
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation 141
On Collapse Behavior of Reinforced Masonry Domes under Seismic Loads 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
Nonlocal continuum damage: a BEM formulation 140
Finite element incremental analysis of elastoplastic plate bending 139
Simple and effective equilibrium models for vibration analysis of curved rods 139
Interfacial shear stress analysis of bar and thin film bonded to 2D elastic substrate using a coupled FE-BIE method 138
A Lagrangian multiplier approach for nonlocal damaging materials 138
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
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
A F.E. Limit analysis software for FRP-reinforced masonry buildings subjected to Horizontal loads 135
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy 135
Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures 135
Fragility functions for local failure mechanisms in unreinforced masonry buildings: a typological study in Ferrara, Italy 135
Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques 134
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 general NURBS-based method for kinematic limit analysis of masonry vaults 134
NURBS-Based Upper Bound Limit Analysis of FRP Reinforced Masonry Vaults through an Efficient Mesh Adaptation Scheme 134
Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded 133
Continuous and discrete models for masonry like material: A critical comparative study 133
A masonry chimney damaged by the 2012 Emilia earthquake sequence 132
A four-node hybrid assumed-strain finite element for laminated composite shells 131
A FAST FEM ALGORITHM FOR NON-LOCAL INTEGRAL MODELS 131
Extended variational formulations and F.E. models for non-linear beams under non-conservative loading 131
A PREDICTIVE MODEL FOR THE SEISMIC SAFETY ASSESSMENT OF SCHOOL MASONRY BUILDINGS 130
Simple SQP approach for out-of-plane loaded homogenized brickwork panels, accounting for softening 130
Totale 16.139
Categoria #
all - tutte 149.513
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.016
Totale 152.529


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
2025/20267.538 1.293 825 1.199 1.569 2.025 627 0 0 0 0 0 0
Totale 32.449