SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

TRALLI, Antonio Michele
 Distribuzione geografica
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Continente #
NA - Nord America 12.666
EU - Europa 4.493
AS - Asia 2.329
SA - Sud America 13
OC - Oceania 7
Continente sconosciuto - Info sul continente non disponibili 5
AF - Africa 1
Totale 19.514
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Nazione #
US - Stati Uniti d'America 12.655
CN - Cina 1.356
UA - Ucraina 1.117
IT - Italia 947
DE - Germania 898
TR - Turchia 571
GB - Regno Unito 423
SG - Singapore 304
SE - Svezia 296
FI - Finlandia 254
FR - Francia 212
PL - Polonia 119
RU - Federazione Russa 105
IR - Iran 23
IN - India 21
PT - Portogallo 20
BE - Belgio 19
CZ - Repubblica Ceca 18
NL - Olanda 15
GR - Grecia 11
ES - Italia 10
ID - Indonesia 10
CA - Canada 9
TW - Taiwan 8
AU - Australia 7
KR - Corea 7
BR - Brasile 6
JP - Giappone 5
MY - Malesia 5
RO - Romania 5
CH - Svizzera 4
EU - Europa 4
PH - Filippine 4
AT - Austria 3
DK - Danimarca 3
HK - Hong Kong 3
HR - Croazia 3
UY - Uruguay 3
BG - Bulgaria 2
EC - Ecuador 2
HU - Ungheria 2
IE - Irlanda 2
NP - Nepal 2
PE - Perù 2
PK - Pakistan 2
SI - Slovenia 2
VN - Vietnam 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AE - Emirati Arabi Uniti 1
BA - Bosnia-Erzegovina 1
CY - Cipro 1
DO - Repubblica Dominicana 1
EE - Estonia 1
EG - Egitto 1
IL - Israele 1
IQ - Iraq 1
KZ - Kazakistan 1
LB - Libano 1
LU - Lussemburgo 1
PA - Panama 1
Totale 19.514
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Città #
Woodbridge 1.699
Fairfield 1.600
Jacksonville 1.268
Houston 1.061
Chandler 1.003
Ann Arbor 873
Ashburn 646
Seattle 580
Wilmington 571
Cambridge 494
Izmir 407
Nanjing 366
Beijing 286
Princeton 274
Boardman 197
Singapore 168
Milan 164
Addison 153
Ferrara 147
San Diego 137
Warsaw 116
Créteil 108
Shenyang 104
Nanchang 98
Shanghai 84
Bremen 79
Hebei 75
San Mateo 72
Dearborn 60
Tianjin 59
Changsha 57
Jiaxing 53
Norwalk 49
Jinan 42
Redwood City 41
Auburn Hills 39
Mountain View 36
Rome 35
Helsinki 31
Bologna 30
Los Angeles 29
Falls Church 28
Orange 26
Padova 26
Venezia 26
Kunming 25
Philadelphia 24
Indiana 22
London 17
Zhengzhou 17
Brussels 16
Verona 15
Pescara 14
Redmond 14
Des Moines 13
New York 12
Ningbo 12
Tappahannock 12
Torino 12
Guangzhou 11
Ostrava 11
Augusta 10
Düsseldorf 10
Jakarta 10
Chicago 9
Naples 9
Lanzhou 8
Leawood 8
Monmouth Junction 8
San Francisco 8
Taizhou 8
Ardabil 7
Bari 7
Fuzhou 7
Istanbul 7
Parma 7
Taipei 7
Changchun 6
Limena 6
Toronto 6
Walnut 6
Washington 6
Ankara 5
Candia Lomellina 5
Genova 5
Hangzhou 5
Palermo 5
Wuhan 5
Amsterdam 4
Barcelos 4
Carpi 4
Caserta 4
Chioggia 4
Cles 4
Hanover 4
Hounslow 4
Kilburn 4
Madrid 4
Napoli 4
San Giuliano Terme 4
Totale 13.982
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Nome #
ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB 464
A simple hybrid model for torsion and flexure of thin-walled beams 173
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults 145
A B.E. Solution to Some Contact Problems with Adhesion 144
Damage assessment and retrofitting of the Marchesale Castle (San Giuliano di Puglia 143
Modal pushover and response history analyses of a masonry chimney before and after shortening 142
Base isolation of heavy non-structural monolithic objects at the top of a masonry monumental construction 138
Homogenised limit analysis of masonry walls, Part I: Failure surfaces 136
A discrete model for the plastic analysis of thin-walled beams of open cross section 136
Analisi pushover di costruzioni in muratura con codici di calcolo commerciali: problematiche a confronto 134
A new 3D experimentally consistent XFEM to simulate delamination in FRP-reinforced concrete 132
A homogenized viscoelastic model for masonry structures 130
Homogenised limit analysis of masonry walls. Part II: structural examples 130
A Spline Based Approach for Avoiding Domain Integrations in BEM 129
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls 129
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 128
A unified multifield formulation in nonlocal damage 128
Extended variational formulations and F.E. models in the stability analysis of non-conservative elastic systems 127
Sensitivity Analysis of Fibre-Reinforced Composites with Interphase Unilateral Constraints 124
The seismic behaviour of ancient masonry buildings after the earthquake in Emilia(Italy) on May 20 and 29 124
Numerical insights on the seismic behavior of a non-isolated historical masonry tower 121
3D homogenized limit analysis of masonry buildings under horizontal loads 120
the use of Spline Approximated Particular Integrals in Free Vibration Analysis of Membranes by BEM 118
A Reissner Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 117
Sensitivity Analysis for Unilateral Contact Problems: "Boundary" Variational Formulations and B.E.M. Discretisations 116
null 116
A thermodynamically consistent nonlocal formulation for damaging materials 115
A regularized XFEM model for the transition from continuous to discontinuous displacements 113
Advanced numerical models for the analysis of masonry cross vaults: a case-study in Italy 111
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 111
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach 111
Dynamic soil-structure interaction of coupled shear walls by boundary element method 110
Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral 109
Variationally consistent eXtended FE model for 3D planar and curved imperfect interfaces 109
Structural analysis of the “3Ponti” of Comacchio (Ferrara, ITALY) 109
A BEM Sensitivity Analysis for Unilateral Contact Problems 108
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls 108
On optimal spherical masonry domes of uniform strength 108
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures 105
Computational Methods for Masonry Vaults: A Review of Recent Results 105
Iterative LCP solvers for non-local loading-unloading conditions 105
Analysis of masonry structures: review of and recent trends in homogenisation techniques 104
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 104
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new genetic algorithm nurbs-based approach 104
Fast kinematic limit analysis of masonry walls with out-of-plane loading 104
null 103
Extended variational formulations and F .E models for non-linear non-conservative mechanical problems 103
Recent developments in F.E. analysis of FRP reinforced masonry vaults: Case studies in Italy 103
Finite element incremental analysis of elastoplastic plate bending 103
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches 103
null 102
Effects of May 2012 Emilia earthquake on industrial buildings of early ’900 on the Po river line 102
Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques 102
On the analysis of unilaterally supported plates by finite element models 101
A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls 101
Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method 101
Out-of-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenization procedures 101
Debonding of FRP and thin films from an elastic half-plane using a coupled FE-BIE model 101
Stability of slender beams and frames resting on 2D elastic half-space 101
Continuous and discrete models for masonry like material: A critical comparative study 100
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy 100
Simple numerical model with second order effects for out-of-plane loaded masonry walls 98
Simple and effective equilibrium models for vibration analysis of curved rods 98
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation 97
Sulla soluzione di problemi di contatto monolatero in presenza di attrito mediante discretizzazione di equazioni integrali di contorno 96
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I : unreinforced masonry failure surfaces 95
null 95
Limit analysis of out-of-plane loaded running bond masonry walls under Mindlin-Reissner plate hypotheses 95
null 95
null 95
null 95
Full 3D homogenization approach to investigate the behavior of masonry arch bridges: the Venice trans-lagoon railway bridge 94
Extended variational formulations and F.E. models for non-linear beams under non-conservative loading 94
A weak formulation of boundary integral equations, with application to elasticity problems 93
null 92
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new Genetic Algorithm NURBS-based approach 92
On B.E. Solutions of Elastic Frictionless Contact Problems 91
Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded 91
null 91
The fast Gauss transform for non-local integral FE models 90
A hybrid stress-assumed transition element for solid-to-beam and plate-to-beam connections 90
null 90
Simple SQP approach for out-of-plane loaded homogenized brickwork panels, accounting for softening 89
null 89
On the analysis of membranes stretched over a unilateral support by B.E.M. 89
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches 87
On uniqueness for frictional contact rate problems 85
Interfacial shear stress analysis of bar and thin film bonded to 2D elastic substrate using a coupled FE-BIE method 85
Fast kinematic limit analysis of FRP-reinforced masonry vaults. II: Numerical simulations 85
null 84
Boundary Variational Formulations and Numerical Solution Techniques for Unilateral Contact Problem 84
null 83
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] 83
Nonlocal formulations of integral type for generalized standard materials 82
Analisi limite delle travi in parete sottile. Nota I: le curve di interazione esatte delle caratteristiche di sforzo associate a tensioni normali 82
A B.E. non local approach in continuum damage mechanics 81
An Alternative Technique for Reducing Domain Integrals to the Boundary 81
On Collapse Behavior of Reinforced Masonry Domes under Seismic Loads 79
A nonlocal damage approach in fracture mechanics 78
A 4-noded mixed-hybrid finite element, using unsymmetric stresses, for linear analysis of plates 76
Totale 10.893
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Categoria #
all - tutte 77.410
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.592
Totale 79.002
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20204.001 767 108 124 574 220 443 298 434 271 432 240 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
2024/2025118 118 0 0 0 0 0 0 0 0 0 0 0
Totale 19.838