SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

TRALLI, Antonio Michele
 Distribuzione geografica
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Continente #
NA - Nord America 14.545
EU - Europa 5.110
AS - Asia 3.981
SA - Sud America 787
AF - Africa 44
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 7
Totale 24.485
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Nazione #
US - Stati Uniti d'America 14.457
CN - Cina 1.603
SG - Singapore 1.505
UA - Ucraina 1.163
DE - Germania 1.092
IT - Italia 1.075
BR - Brasile 727
TR - Turchia 594
GB - Regno Unito 471
FI - Finlandia 334
SE - Svezia 303
FR - Francia 216
PL - Polonia 127
RU - Federazione Russa 121
CA - Canada 63
IN - India 47
BE - Belgio 37
ID - Indonesia 36
HK - Hong Kong 32
NL - Olanda 28
IR - Iran 26
CZ - Repubblica Ceca 22
ZA - Sudafrica 22
PT - Portogallo 21
ES - Italia 20
LT - Lituania 19
IQ - Iraq 18
BD - Bangladesh 16
EC - Ecuador 16
PK - Pakistan 14
JP - Giappone 12
MX - Messico 12
GR - Grecia 11
TW - Taiwan 11
AR - Argentina 10
AT - Austria 10
AU - Australia 9
KR - Corea 8
PE - Perù 8
TN - Tunisia 7
UY - Uruguay 7
CO - Colombia 6
RO - Romania 6
UZ - Uzbekistan 6
HR - Croazia 5
IL - Israele 5
MY - Malesia 5
AE - Emirati Arabi Uniti 4
AL - Albania 4
AZ - Azerbaigian 4
CH - Svizzera 4
CL - Cile 4
DZ - Algeria 4
EU - Europa 4
HU - Ungheria 4
KE - Kenya 4
KZ - Kazakistan 4
MA - Marocco 4
NP - Nepal 4
PH - Filippine 4
SA - Arabia Saudita 4
VE - Venezuela 4
DK - Danimarca 3
IE - Irlanda 3
JM - Giamaica 3
JO - Giordania 3
KG - Kirghizistan 3
PY - Paraguay 3
BB - Barbados 2
BG - Bulgaria 2
BY - Bielorussia 2
GT - Guatemala 2
LB - Libano 2
NZ - Nuova Zelanda 2
OM - Oman 2
PS - Palestinian Territory 2
RS - Serbia 2
SI - Slovenia 2
SN - Senegal 2
TT - Trinidad e Tobago 2
VN - Vietnam 2
XK - ???statistics.table.value.countryCode.XK??? 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
BA - Bosnia-Erzegovina 1
BO - Bolivia 1
CY - Cipro 1
DO - Repubblica Dominicana 1
EE - Estonia 1
EG - Egitto 1
GY - Guiana 1
HN - Honduras 1
KW - Kuwait 1
LK - Sri Lanka 1
LU - Lussemburgo 1
NI - Nicaragua 1
PA - Panama 1
TM - Turkmenistan 1
Totale 24.485
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Città #
Woodbridge 1.699
Fairfield 1.600
Jacksonville 1.268
Houston 1.062
Chandler 1.003
Ann Arbor 873
Santa Clara 842
Ashburn 693
Singapore 622
Seattle 582
Wilmington 572
Cambridge 494
Beijing 445
Izmir 408
Nanjing 366
Princeton 274
Boardman 197
Milan 174
Ferrara 163
Addison 153
San Diego 137
Los Angeles 126
Warsaw 124
Créteil 108
The Dalles 106
Shenyang 104
Munich 102
Nanchang 98
Shanghai 85
Bremen 79
Hebei 75
San Mateo 72
Dearborn 60
Helsinki 59
São Paulo 59
Tianjin 59
Changsha 58
Jiaxing 53
Norwalk 49
Turku 48
Jinan 42
Redwood City 41
London 40
Auburn Hills 39
Rome 39
Bologna 36
Mountain View 36
Brussels 34
Jakarta 33
San Francisco 33
Toronto 32
Padova 31
Hong Kong 30
Council Bluffs 29
Falls Church 28
New York 27
Belo Horizonte 26
Chicago 26
Orange 26
Venezia 26
Kunming 25
Philadelphia 25
Brooklyn 22
Indiana 22
Rio de Janeiro 22
Brasília 19
Zhengzhou 18
Ankara 15
Boston 15
Pescara 15
Verona 15
Istanbul 14
Redmond 14
Des Moines 13
Guangzhou 13
Charlotte 12
Frankfurt am Main 12
Ningbo 12
Pisa 12
Tappahannock 12
Torino 12
Atlanta 11
Chennai 11
Falkenstein 11
Naples 11
Ostrava 11
Augusta 10
Dallas 10
Düsseldorf 10
Ottawa 10
Salvador 10
Baghdad 9
Stockholm 9
Lanzhou 8
Leawood 8
Monmouth Junction 8
Taizhou 8
Ardabil 7
Bari 7
Curitiba 7
Totale 16.320
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Nome #
ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB 489
A simple hybrid model for torsion and flexure of thin-walled beams 190
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults 186
A B.E. Solution to Some Contact Problems with Adhesion 173
A new 3D experimentally consistent XFEM to simulate delamination in FRP-reinforced concrete 171
Analisi pushover di costruzioni in muratura con codici di calcolo commerciali: problematiche a confronto 168
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls 164
A discrete model for the plastic analysis of thin-walled beams of open cross section 162
Damage assessment and retrofitting of the Marchesale Castle (San Giuliano di Puglia 160
Base isolation of heavy non-structural monolithic objects at the top of a masonry monumental construction 159
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 155
Modal pushover and response history analyses of a masonry chimney before and after shortening 155
A Spline Based Approach for Avoiding Domain Integrations in BEM 149
3D homogenized limit analysis of masonry buildings under horizontal loads 149
Homogenised limit analysis of masonry walls, Part I: Failure surfaces 149
A homogenized viscoelastic model for masonry structures 145
Homogenised limit analysis of masonry walls. Part II: structural examples 145
A Reissner Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 142
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 142
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach 142
Sensitivity Analysis of Fibre-Reinforced Composites with Interphase Unilateral Constraints 141
The seismic behaviour of ancient masonry buildings after the earthquake in Emilia(Italy) on May 20 and 29 140
Extended variational formulations and F.E. models in the stability analysis of non-conservative elastic systems 139
A BEM Sensitivity Analysis for Unilateral Contact Problems 139
A unified multifield formulation in nonlocal damage 139
Numerical insights on the seismic behavior of a non-isolated historical masonry tower 138
the use of Spline Approximated Particular Integrals in Free Vibration Analysis of Membranes by BEM 137
Sensitivity Analysis for Unilateral Contact Problems: "Boundary" Variational Formulations and B.E.M. Discretisations 136
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 136
Structural analysis of the “3Ponti” of Comacchio (Ferrara, ITALY) 132
Advanced numerical models for the analysis of masonry cross vaults: a case-study in Italy 131
Dynamic soil-structure interaction of coupled shear walls by boundary element method 130
Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral 128
Effects of May 2012 Emilia earthquake on industrial buildings of early ’900 on the Po river line 128
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls 127
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches 127
Stability of slender beams and frames resting on 2D elastic half-space 127
A thermodynamically consistent nonlocal formulation for damaging materials 124
Variationally consistent eXtended FE model for 3D planar and curved imperfect interfaces 124
A regularized XFEM model for the transition from continuous to discontinuous displacements 123
On optimal spherical masonry domes of uniform strength 123
Iterative LCP solvers for non-local loading-unloading conditions 122
Out-of-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenization procedures 122
Fast kinematic limit analysis of masonry walls with out-of-plane loading 122
A B.E. non local approach in continuum damage mechanics 121
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new genetic algorithm nurbs-based approach 120
Nonlocal continuum damage: a BEM formulation 120
Debonding of FRP and thin films from an elastic half-plane using a coupled FE-BIE model 119
Extended variational formulations and F .E models for non-linear non-conservative mechanical problems 118
Analysis of masonry structures: review of and recent trends in homogenisation techniques 118
A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls 118
Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method 118
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures 118
Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques 118
Computational Methods for Masonry Vaults: A Review of Recent Results 118
Recent developments in F.E. analysis of FRP reinforced masonry vaults: Case studies in Italy 118
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation 118
Simple and effective equilibrium models for vibration analysis of curved rods 118
A Mixed Plate Model Allowing for Arbitrary Delaminations 117
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy 117
On the analysis of unilaterally supported plates by finite element models 116
null 116
Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded 115
Finite element incremental analysis of elastoplastic plate bending 115
Continuous and discrete models for masonry like material: A critical comparative study 115
Sulla soluzione di problemi di contatto monolatero in presenza di attrito mediante discretizzazione di equazioni integrali di contorno 114
Simple numerical model with second order effects for out-of-plane loaded masonry walls 113
Limit analysis of out-of-plane loaded running bond masonry walls under Mindlin-Reissner plate hypotheses 113
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I : unreinforced masonry failure surfaces 111
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] 111
On B.E. Solutions of Elastic Frictionless Contact Problems 110
Extended variational formulations and F.E. models for non-linear beams under non-conservative loading 109
A fast Gauss transform algorithm for the finite element solution of nonlocal integral models 108
Simple SQP approach for out-of-plane loaded homogenized brickwork panels, accounting for softening 107
Full 3D homogenization approach to investigate the behavior of masonry arch bridges: the Venice trans-lagoon railway bridge 107
On Collapse Behavior of Reinforced Masonry Domes under Seismic Loads 107
A 4-noded mixed-hybrid finite element, using unsymmetric stresses, for linear analysis of plates 106
A numerical approach to the evaluation of collapse load multiplier of masonry curved structures 106
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new Genetic Algorithm NURBS-based approach 106
Boundary Variational Formulations and Numerical Solution Techniques for Unilateral Contact Problem 105
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches 105
A Fast Multipole approach to inverse problems in wave propagation 104
The fast Gauss transform for non-local integral FE models 104
On the analysis of membranes stretched over a unilateral support by B.E.M. 104
Three-dimensional analysis of a damaged masonry arch bridge under horizontal load 104
null 103
A four-node hybrid strain assumed element for laminate composite plates 103
Three-dimensional modelling of embedded coated spherical inclusions through a regularized XFEM approach 103
A weak formulation of boundary integral equations, with application to elasticity problems 103
Fast kinematic limit analysis of FRP-reinforced masonry vaults. II: Numerical simulations 103
null 102
On uniqueness for frictional contact rate problems 102
A hybrid stress-assumed transition element for solid-to-beam and plate-to-beam connections 102
Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari 102
3D numerical modelling of imperfect interfaces in particulate composites by means of an eXtended Finite Element Method 101
A nonlocal damage approach in fracture mechanics 101
Extended variatonal formulations and F.E. elasto-hydrodynamic lubrication problem 101
Interfacial shear stress analysis of bar and thin film bonded to 2D elastic substrate using a coupled FE-BIE method 100
A four-node hybrid assumed-strain finite element for laminated composite shells 99
NURBS-Based Upper Bound Limit Analysis of FRP Reinforced Masonry Vaults through an Efficient Mesh Adaptation Scheme 98
Totale 12.778
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Categoria #
all - tutte 121.592
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.488
Totale 124.080
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202090 0 0 0 0 0 0 0 0 0 0 0 90
2020/20213.210 271 238 114 347 144 388 128 342 104 477 453 204
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
2024/20255.099 130 137 398 165 719 387 141 371 735 709 684 523
Totale 24.819