SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

TRALLI, Antonio Michele
 Distribuzione geografica
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Continente #
NA - Nord America 16.300
AS - Asia 7.894
EU - Europa 5.783
SA - Sud America 1.635
AF - Africa 125
OC - Oceania 14
Continente sconosciuto - Info sul continente non disponibili 7
Totale 31.758
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Nazione #
US - Stati Uniti d'America 16.023
SG - Singapore 3.255
CN - Cina 2.283
BR - Brasile 1.392
DE - Germania 1.176
UA - Ucraina 1.169
IT - Italia 1.149
HK - Hong Kong 836
TR - Turchia 611
GB - Regno Unito 545
VN - Vietnam 413
RU - Federazione Russa 362
FI - Finlandia 341
SE - Svezia 324
FR - Francia 271
PL - Polonia 165
MX - Messico 135
CA - Canada 112
IN - India 112
AR - Argentina 88
ID - Indonesia 70
BD - Bangladesh 57
ES - Italia 51
ZA - Sudafrica 51
EC - Ecuador 48
NL - Olanda 42
IQ - Iraq 41
BE - Belgio 37
JP - Giappone 36
IR - Iran 28
LT - Lituania 26
CO - Colombia 23
CZ - Repubblica Ceca 22
PT - Portogallo 21
UZ - Uzbekistan 20
CL - Cile 19
PE - Perù 18
TN - Tunisia 17
PK - Pakistan 16
VE - Venezuela 16
MA - Marocco 15
AT - Austria 14
UY - Uruguay 14
AU - Australia 12
DZ - Algeria 12
PY - Paraguay 12
GR - Grecia 11
TW - Taiwan 11
AE - Emirati Arabi Uniti 10
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
MY - Malesia 7
PH - Filippine 7
RO - Romania 7
AL - Albania 6
KZ - Kazakistan 6
HR - Croazia 5
JM - Giamaica 5
BG - Bulgaria 4
BO - Bolivia 4
BY - Bielorussia 4
CI - Costa d'Avorio 4
EU - Europa 4
HU - Ungheria 4
IE - Irlanda 4
OM - Oman 4
TT - Trinidad e Tobago 4
DK - Danimarca 3
DO - Repubblica Dominicana 3
GT - Guatemala 3
HN - Honduras 3
KG - Kirghizistan 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
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
CG - Congo 1
CR - Costa Rica 1
Totale 31.740
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Città #
Singapore 1.856
Woodbridge 1.699
Fairfield 1.600
Jacksonville 1.271
Ashburn 1.170
Houston 1.069
Chandler 1.003
Ann Arbor 873
Santa Clara 873
Hong Kong 832
Beijing 735
Seattle 587
Wilmington 573
Cambridge 494
Izmir 409
Nanjing 368
Dallas 297
Princeton 274
Los Angeles 228
Boardman 199
Milan 192
Ferrara 168
Munich 160
Warsaw 154
Addison 153
Ho Chi Minh City 153
San Diego 138
São Paulo 119
The Dalles 114
Créteil 108
Shenyang 106
Mexico City 100
Nanchang 98
Hanoi 91
Shanghai 87
Bremen 79
New York 76
Hebei 75
Tianjin 73
San Mateo 72
Hefei 70
Moscow 62
Changsha 60
Chicago 60
Dearborn 60
Helsinki 60
London 55
Turku 54
Jiaxing 53
Rio de Janeiro 50
Norwalk 49
Brooklyn 48
Rome 45
Jinan 43
San Francisco 43
Redwood City 41
Belo Horizonte 40
Auburn Hills 39
Buffalo 39
Council Bluffs 39
Bologna 37
Jakarta 37
Boston 36
Chennai 36
Mountain View 36
Toronto 36
Brussels 34
Padova 31
Tokyo 31
Montreal 30
Stockholm 30
Denver 29
Falls Church 28
Brasília 27
Frankfurt am Main 26
Orange 26
Venezia 26
Ankara 25
Atlanta 25
Kunming 25
Philadelphia 25
Orem 23
Indiana 22
Da Nang 21
Johannesburg 20
Tashkent 20
Charlotte 19
Falkenstein 19
Baghdad 18
Columbus 18
Guangzhou 18
Zhengzhou 18
Guarulhos 16
Guayaquil 16
Manchester 16
Phoenix 16
Curitiba 15
Haiphong 15
Istanbul 15
Pescara 15
Totale 20.712
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Nome #
ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB 544
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults 231
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls 220
A new 3D experimentally consistent XFEM to simulate delamination in FRP-reinforced concrete 216
A simple hybrid model for torsion and flexure of thin-walled beams 215
Analisi pushover di costruzioni in muratura con codici di calcolo commerciali: problematiche a confronto 213
A B.E. Solution to Some Contact Problems with Adhesion 210
A discrete model for the plastic analysis of thin-walled beams of open cross section 199
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 196
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 195
Damage assessment and retrofitting of the Marchesale Castle (San Giuliano di Puglia 193
3D homogenized limit analysis of masonry buildings under horizontal loads 190
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach 188
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 182
A Reissner Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 179
Modal pushover and response history analyses of a masonry chimney before and after shortening 179
A BEM Sensitivity Analysis for Unilateral Contact Problems 178
Homogenised limit analysis of masonry walls, Part I: Failure surfaces 178
Base isolation of heavy non-structural monolithic objects at the top of a masonry monumental construction 178
A B.E. non local approach in continuum damage mechanics 175
A homogenized viscoelastic model for masonry structures 173
Structural analysis of the “3Ponti” of Comacchio (Ferrara, ITALY) 170
A Spline Based Approach for Avoiding Domain Integrations in BEM 169
A unified multifield formulation in nonlocal damage 168
Sensitivity analysis for unilateral contact problems: "Boundary" variational formulations and B.E.M. discretisations 165
Effects of May 2012 Emilia earthquake on industrial buildings of early ’900 on the Po river line 164
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches 164
Extended variational formulations and F.E. models in the stability analysis of non-conservative elastic systems 163
Sensitivity Analysis of Fibre-Reinforced Composites with Interphase Unilateral Constraints 163
The seismic behaviour of ancient masonry buildings after the earthquake in Emilia(Italy) on May 20 and 29 163
Numerical insights on the seismic behavior of a non-isolated historical masonry tower 163
Stability of slender beams and frames resting on 2D elastic half-space 162
the use of Spline Approximated Particular Integrals in Free Vibration Analysis of Membranes by BEM 160
A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls 160
Dynamic soil-structure interaction of coupled shear walls by boundary element method 160
Homogenised limit analysis of masonry walls. Part II: structural examples 160
Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method 159
Variationally consistent eXtended FE model for 3D planar and curved imperfect interfaces 159
A Mixed Plate Model Allowing for Arbitrary Delaminations 158
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I : unreinforced masonry failure surfaces 158
A numerical approach to the evaluation of collapse load multiplier of masonry curved structures 158
3D numerical modelling of imperfect interfaces in particulate composites by means of an eXtended Finite Element Method 155
A thermodynamically consistent nonlocal formulation for damaging materials 154
Fast kinematic limit analysis of masonry walls with out-of-plane loading 153
Debonding of FRP and thin films from an elastic half-plane using a coupled FE-BIE model 153
Iterative LCP solvers for non-local loading-unloading conditions 152
A 4-noded mixed-hybrid finite element, using unsymmetric stresses, for linear analysis of plates 151
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures 151
Advanced numerical models for the analysis of masonry cross vaults: a case-study in Italy 151
On the analysis of unilaterally supported plates by finite element models 150
A fast Gauss transform algorithm for the finite element solution of nonlocal integral models 150
Out-of-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenization procedures 150
A Fast Multipole approach to inverse problems in wave propagation 147
3D XFEM modelling of imperfect interfaces 146
Computational Methods for Masonry Vaults: A Review of Recent Results 145
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls 145
Three-dimensional analysis of a damaged masonry arch bridge under horizontal load 145
A four-node hybrid strain assumed element for laminate composite plates 144
A regularized XFEM model for the transition from continuous to discontinuous displacements 144
Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral 144
Three-dimensional modelling of embedded coated spherical inclusions through a regularized XFEM approach 144
Recent developments in F.E. analysis of FRP reinforced masonry vaults: Case studies in Italy 144
On optimal spherical masonry domes of uniform strength 144
Simple numerical model with second order effects for out-of-plane loaded masonry walls 143
Limit analysis of out-of-plane loaded running bond masonry walls under Mindlin-Reissner plate hypotheses 143
Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari 143
Analysis of masonry structures: review of and recent trends in homogenisation techniques 142
Extended variational formulations and F .E models for non-linear non-conservative mechanical problems 139
A refined model for laminated beams. Part I:A new high-order approach 139
Sulla soluzione di problemi di contatto monolatero in presenza di attrito mediante discretizzazione di equazioni integrali di contorno 139
Boundary Variational Formulations and Numerical Solution Techniques for Unilateral Contact Problem 139
Nonlocal continuum damage: a BEM formulation 139
Simple and effective equilibrium models for vibration analysis of curved rods 138
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation 137
Interfacial shear stress analysis of bar and thin film bonded to 2D elastic substrate using a coupled FE-BIE method 136
A Lagrangian multiplier approach for nonlocal damaging materials 136
Finite element incremental analysis of elastoplastic plate bending 136
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new genetic algorithm nurbs-based approach 136
On Collapse Behavior of Reinforced Masonry Domes under Seismic Loads 135
An improved time domain boundary element approach for two-dimensional elastodynamics 134
A nonlocal damage approach in fracture mechanics 134
A finite element multifield model for critical loads of composite laminated plates 134
‘Extended’ variational formulations and finite element models for the elastohydrodynamic lubrication problem 134
Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures 134
A F.E. Limit analysis software for FRP-reinforced masonry buildings subjected to Horizontal loads 133
Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques 133
Full 3D homogenization approach to investigate the behavior of masonry arch bridges: the Venice trans-lagoon railway bridge 133
A general NURBS-based method for kinematic limit analysis of masonry vaults 133
Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded 132
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy 132
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] 132
Continuous and discrete models for masonry like material: A critical comparative study 131
NURBS-Based Upper Bound Limit Analysis of FRP Reinforced Masonry Vaults through an Efficient Mesh Adaptation Scheme 131
Fragility functions for local failure mechanisms in unreinforced masonry buildings: a typological study in Ferrara, Italy 131
A four-node hybrid assumed-strain finite element for laminated composite shells 130
A masonry chimney damaged by the 2012 Emilia earthquake sequence 130
A FAST FEM ALGORITHM FOR NON-LOCAL INTEGRAL MODELS 130
Extended variational formulations and F.E. models for non-linear beams under non-conservative loading 130
On uniqueness for frictional contact rate problems 128
Simple SQP approach for out-of-plane loaded homogenized brickwork panels, accounting for softening 128
Totale 15.927
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Categoria #
all - tutte 148.887
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.999
Totale 151.886
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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
2025/20267.181 1.293 825 1.199 1.569 2.025 270 0 0 0 0 0 0
Totale 32.092