SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

TRALLI, Antonio Michele
 Distribuzione geografica
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Continente #
NA - Nord America 15.945
AS - Asia 6.818
EU - Europa 5.713
SA - Sud America 1.537
AF - Africa 103
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 7
Totale 30.136
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Nazione #
US - Stati Uniti d'America 15.696
SG - Singapore 2.583
CN - Cina 2.083
BR - Brasile 1.344
DE - Germania 1.173
UA - Ucraina 1.168
IT - Italia 1.126
HK - Hong Kong 832
TR - Turchia 609
GB - Regno Unito 535
RU - Federazione Russa 355
FI - Finlandia 341
SE - Svezia 319
FR - Francia 270
VN - Vietnam 269
PL - Polonia 161
MX - Messico 124
CA - Canada 102
IN - India 97
ID - Indonesia 66
AR - Argentina 54
BD - Bangladesh 51
ZA - Sudafrica 48
EC - Ecuador 45
ES - Italia 45
NL - Olanda 39
BE - Belgio 37
IQ - Iraq 32
JP - Giappone 31
IR - Iran 27
LT - Lituania 24
CZ - Repubblica Ceca 22
CO - Colombia 21
PT - Portogallo 21
UZ - Uzbekistan 19
PE - Perù 17
CL - Cile 16
PK - Pakistan 15
VE - Venezuela 14
TN - Tunisia 13
AT - Austria 12
UY - Uruguay 12
AU - Australia 11
GR - Grecia 11
MA - Marocco 11
PY - Paraguay 11
TW - Taiwan 11
CH - Svizzera 10
KE - Kenya 10
AE - Emirati Arabi Uniti 9
KR - Corea 8
SA - Arabia Saudita 8
MY - Malesia 7
NP - Nepal 7
PH - Filippine 7
RO - Romania 7
AL - Albania 6
AZ - Azerbaigian 6
DZ - Algeria 6
IL - Israele 6
JO - Giordania 6
KZ - Kazakistan 6
EG - Egitto 5
HR - Croazia 5
BG - Bulgaria 4
EU - Europa 4
HU - Ungheria 4
IE - Irlanda 4
TT - Trinidad e Tobago 4
CI - Costa d'Avorio 3
DK - Danimarca 3
GT - Guatemala 3
JM - Giamaica 3
KG - Kirghizistan 3
LB - Libano 3
NI - Nicaragua 3
OM - Oman 3
PS - Palestinian Territory 3
AO - Angola 2
BA - Bosnia-Erzegovina 2
BB - Barbados 2
BO - Bolivia 2
BY - Bielorussia 2
DO - Repubblica Dominicana 2
EE - Estonia 2
HN - Honduras 2
NZ - Nuova Zelanda 2
QA - Qatar 2
RS - Serbia 2
SI - Slovenia 2
SN - Senegal 2
SV - El Salvador 2
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A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
BH - Bahrain 1
BN - Brunei Darussalam 1
CR - Costa Rica 1
CY - Cipro 1
GA - Gabon 1
Totale 30.126
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Città #
Woodbridge 1.699
Fairfield 1.600
Singapore 1.336
Jacksonville 1.271
Houston 1.067
Chandler 1.003
Ashburn 1.000
Ann Arbor 873
Santa Clara 867
Hong Kong 828
Beijing 655
Seattle 587
Wilmington 573
Cambridge 494
Izmir 409
Nanjing 368
Dallas 297
Princeton 274
Los Angeles 208
Boardman 199
Milan 189
Ferrara 168
Munich 160
Addison 153
Warsaw 150
San Diego 138
São Paulo 115
Créteil 108
The Dalles 108
Shenyang 106
Nanchang 98
Mexico City 97
Ho Chi Minh City 92
Shanghai 86
Bremen 79
Hebei 75
San Mateo 72
Hefei 70
Tianjin 68
Hanoi 62
Moscow 61
Dearborn 60
Helsinki 60
Changsha 59
Chicago 58
New York 57
Turku 54
Jiaxing 53
London 53
Norwalk 49
Rio de Janeiro 47
Brooklyn 44
Jinan 43
San Francisco 43
Redwood City 41
Rome 41
Auburn Hills 39
Council Bluffs 39
Belo Horizonte 38
Bologna 37
Jakarta 37
Buffalo 36
Mountain View 36
Toronto 36
Brussels 34
Boston 33
Padova 31
Chennai 28
Falls Church 28
Brasília 27
Frankfurt am Main 26
Orange 26
Tokyo 26
Venezia 26
Kunming 25
Philadelphia 25
Stockholm 25
Ankara 24
Indiana 22
Montreal 22
Atlanta 20
Johannesburg 20
Denver 19
Falkenstein 19
Tashkent 19
Charlotte 18
Columbus 18
Zhengzhou 18
Da Nang 17
Guangzhou 17
Phoenix 16
Baghdad 15
Curitiba 15
Guarulhos 15
Istanbul 15
Manchester 15
Pescara 15
Verona 15
Guayaquil 14
Redmond 14
Totale 19.685
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Nome #
ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB 530
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults 217
A simple hybrid model for torsion and flexure of thin-walled beams 208
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls 208
A new 3D experimentally consistent XFEM to simulate delamination in FRP-reinforced concrete 206
A B.E. Solution to Some Contact Problems with Adhesion 200
Analisi pushover di costruzioni in muratura con codici di calcolo commerciali: problematiche a confronto 196
A discrete model for the plastic analysis of thin-walled beams of open cross section 190
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 186
Damage assessment and retrofitting of the Marchesale Castle (San Giuliano di Puglia 183
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 183
3D homogenized limit analysis of masonry buildings under horizontal loads 177
Modal pushover and response history analyses of a masonry chimney before and after shortening 177
Base isolation of heavy non-structural monolithic objects at the top of a masonry monumental construction 176
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach 175
Homogenised limit analysis of masonry walls, Part I: Failure surfaces 174
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 172
A BEM Sensitivity Analysis for Unilateral Contact Problems 169
A Reissner Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 166
Structural analysis of the “3Ponti” of Comacchio (Ferrara, ITALY) 166
A Spline Based Approach for Avoiding Domain Integrations in BEM 165
A homogenized viscoelastic model for masonry structures 164
A B.E. non local approach in continuum damage mechanics 163
A unified multifield formulation in nonlocal damage 163
Sensitivity analysis for unilateral contact problems: "Boundary" variational formulations and B.E.M. discretisations 162
Sensitivity Analysis of Fibre-Reinforced Composites with Interphase Unilateral Constraints 160
Extended variational formulations and F.E. models in the stability analysis of non-conservative elastic systems 159
The seismic behaviour of ancient masonry buildings after the earthquake in Emilia(Italy) on May 20 and 29 159
Numerical insights on the seismic behavior of a non-isolated historical masonry tower 158
the use of Spline Approximated Particular Integrals in Free Vibration Analysis of Membranes by BEM 157
Dynamic soil-structure interaction of coupled shear walls by boundary element method 156
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches 155
Effects of May 2012 Emilia earthquake on industrial buildings of early ’900 on the Po river line 154
Homogenised limit analysis of masonry walls. Part II: structural examples 153
Variationally consistent eXtended FE model for 3D planar and curved imperfect interfaces 152
A Mixed Plate Model Allowing for Arbitrary Delaminations 150
Stability of slender beams and frames resting on 2D elastic half-space 150
A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls 148
A thermodynamically consistent nonlocal formulation for damaging materials 148
Iterative LCP solvers for non-local loading-unloading conditions 148
Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method 146
3D numerical modelling of imperfect interfaces in particulate composites by means of an eXtended Finite Element Method 146
Advanced numerical models for the analysis of masonry cross vaults: a case-study in Italy 146
On the analysis of unilaterally supported plates by finite element models 145
A numerical approach to the evaluation of collapse load multiplier of masonry curved structures 145
Debonding of FRP and thin films from an elastic half-plane using a coupled FE-BIE model 143
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures 142
Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral 142
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I : unreinforced masonry failure surfaces 141
A regularized XFEM model for the transition from continuous to discontinuous displacements 141
A fast Gauss transform algorithm for the finite element solution of nonlocal integral models 141
On optimal spherical masonry domes of uniform strength 141
Simple numerical model with second order effects for out-of-plane loaded masonry walls 140
Fast kinematic limit analysis of masonry walls with out-of-plane loading 140
A 4-noded mixed-hybrid finite element, using unsymmetric stresses, for linear analysis of plates 139
A Fast Multipole approach to inverse problems in wave propagation 139
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls 139
Recent developments in F.E. analysis of FRP reinforced masonry vaults: Case studies in Italy 138
3D XFEM modelling of imperfect interfaces 138
Out-of-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenization procedures 138
Analysis of masonry structures: review of and recent trends in homogenisation techniques 137
Three-dimensional modelling of embedded coated spherical inclusions through a regularized XFEM approach 137
Computational Methods for Masonry Vaults: A Review of Recent Results 137
Nonlocal continuum damage: a BEM formulation 137
Sulla soluzione di problemi di contatto monolatero in presenza di attrito mediante discretizzazione di equazioni integrali di contorno 136
Three-dimensional analysis of a damaged masonry arch bridge under horizontal load 136
Simple and effective equilibrium models for vibration analysis of curved rods 136
Extended variational formulations and F .E models for non-linear non-conservative mechanical problems 135
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new genetic algorithm nurbs-based approach 135
Boundary Variational Formulations and Numerical Solution Techniques for Unilateral Contact Problem 133
Limit analysis of out-of-plane loaded running bond masonry walls under Mindlin-Reissner plate hypotheses 132
A refined model for laminated beams. Part I:A new high-order approach 131
Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari 131
Interfacial shear stress analysis of bar and thin film bonded to 2D elastic substrate using a coupled FE-BIE method 130
Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques 130
Finite element incremental analysis of elastoplastic plate bending 130
Full 3D homogenization approach to investigate the behavior of masonry arch bridges: the Venice trans-lagoon railway bridge 129
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation 129
Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded 128
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] 128
‘Extended’ variational formulations and finite element models for the elastohydrodynamic lubrication problem 128
A four-node hybrid strain assumed element for laminate composite plates 127
A Lagrangian multiplier approach for nonlocal damaging materials 127
On Collapse Behavior of Reinforced Masonry Domes under Seismic Loads 127
A nonlocal damage approach in fracture mechanics 126
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy 126
NURBS-Based Upper Bound Limit Analysis of FRP Reinforced Masonry Vaults through an Efficient Mesh Adaptation Scheme 125
A four-node hybrid assumed-strain finite element for laminated composite shells 124
Continuous and discrete models for masonry like material: A critical comparative study 124
The fast Gauss transform for non-local integral FE models 123
Extended variational formulations and F.E. models for non-linear beams under non-conservative loading 123
Simple SQP approach for out-of-plane loaded homogenized brickwork panels, accounting for softening 122
A hybrid stress-assumed transition element for solid-to-beam and plate-to-beam connections 122
A finite element multifield model for critical loads of composite laminated plates 122
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches 122
On the analysis of membranes stretched over a unilateral support by B.E.M. 122
Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures 122
On B.E. Solutions of Elastic Frictionless Contact Problems 121
An improved time domain boundary element approach for two-dimensional elastodynamics 120
A F.E. Limit analysis software for FRP-reinforced masonry buildings subjected to Horizontal loads 120
Totale 15.143
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Categoria #
all - tutte 143.998
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.908
Totale 146.906
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.240 0 0 0 0 144 388 128 342 104 477 453 204
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
2024/20255.191 130 137 398 165 719 387 141 371 735 709 684 615
2025/20265.559 1.293 825 1.199 1.569 673 0 0 0 0 0 0 0
Totale 30.470