SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

TRALLI, Antonio Michele
 Distribuzione geografica
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Continente #
NA - Nord America 18.326
AS - Asia 10.639
EU - Europa 6.343
SA - Sud America 1.944
AF - Africa 246
OC - Oceania 18
Continente sconosciuto - Info sul continente non disponibili 7
Totale 37.523
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Nazione #
US - Stati Uniti d'America 17.977
SG - Singapore 4.175
CN - Cina 2.570
BR - Brasile 1.545
IT - Italia 1.246
DE - Germania 1.193
UA - Ucraina 1.178
VN - Vietnam 1.075
HK - Hong Kong 911
TR - Turchia 659
GB - Regno Unito 581
FR - Francia 535
RU - Federazione Russa 383
FI - Finlandia 377
SE - Svezia 327
JP - Giappone 258
IN - India 247
PL - Polonia 176
MX - Messico 160
BD - Bangladesh 137
AR - Argentina 136
CA - Canada 131
ID - Indonesia 100
IQ - Iraq 86
ZA - Sudafrica 80
EC - Ecuador 69
ES - Italia 68
NL - Olanda 58
CO - Colombia 54
PK - Pakistan 50
PH - Filippine 44
BE - Belgio 42
TN - Tunisia 41
MA - Marocco 40
CL - Cile 39
SA - Arabia Saudita 36
UZ - Uzbekistan 36
VE - Venezuela 35
IR - Iran 28
MY - Malesia 28
LT - Lituania 27
PE - Perù 25
KE - Kenya 23
AE - Emirati Arabi Uniti 22
CZ - Repubblica Ceca 22
PT - Portogallo 22
JO - Giordania 21
AT - Austria 19
AZ - Azerbaigian 17
UY - Uruguay 16
DZ - Algeria 15
PY - Paraguay 15
AU - Australia 14
IL - Israele 13
NP - Nepal 13
CH - Svizzera 12
GR - Grecia 12
KZ - Kazakistan 12
OM - Oman 12
TW - Taiwan 12
AL - Albania 10
EG - Egitto 10
LB - Libano 10
KR - Corea 9
RO - Romania 9
TH - Thailandia 9
BO - Bolivia 8
GE - Georgia 8
BY - Bielorussia 7
CR - Costa Rica 7
DO - Repubblica Dominicana 7
IE - Irlanda 7
JM - Giamaica 7
NI - Nicaragua 7
BG - Bulgaria 6
ET - Etiopia 6
HN - Honduras 6
PS - Palestinian Territory 6
GT - Guatemala 5
HR - Croazia 5
HU - Ungheria 5
TT - Trinidad e Tobago 5
AO - Angola 4
BH - Bahrain 4
CI - Costa d'Avorio 4
EU - Europa 4
KG - Kirghizistan 4
KH - Cambogia 4
KW - Kuwait 4
MM - Myanmar 4
NZ - Nuova Zelanda 4
RS - Serbia 4
SN - Senegal 4
SV - El Salvador 4
CY - Cipro 3
DK - Danimarca 3
MU - Mauritius 3
PA - Panama 3
QA - Qatar 3
AF - Afghanistan, Repubblica islamica di 2
Totale 37.479
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Città #
Singapore 2.653
Woodbridge 1.699
Ashburn 1.655
Fairfield 1.600
Jacksonville 1.271
Houston 1.074
San Jose 1.029
Chandler 1.003
Hong Kong 896
Santa Clara 887
Ann Arbor 873
Beijing 760
Seattle 587
Wilmington 573
Cambridge 494
Izmir 411
Nanjing 368
Ho Chi Minh City 357
Dallas 307
Princeton 274
Hanoi 258
Tokyo 251
Los Angeles 250
Lauterbourg 217
Milan 204
Boardman 199
Ferrara 171
Warsaw 162
Munich 160
Addison 153
The Dalles 147
San Diego 138
São Paulo 137
Mexico City 112
Créteil 108
New York 108
Shenyang 106
Nanchang 99
Helsinki 95
Shanghai 91
Bremen 80
Hebei 75
Tianjin 75
Orem 73
San Mateo 72
Hefei 70
Council Bluffs 67
Chennai 65
Moscow 65
Chicago 64
London 61
Changsha 60
Dearborn 60
Rome 58
Rio de Janeiro 57
Brooklyn 56
Turku 54
Da Nang 53
Jiaxing 53
Norwalk 49
Bologna 44
San Francisco 44
Jinan 43
Belo Horizonte 42
Buffalo 42
Jakarta 41
Redwood City 41
Toronto 40
Auburn Hills 39
Boston 38
Haiphong 38
Baghdad 36
Denver 36
Montreal 36
Mountain View 36
Atlanta 34
Brussels 34
Frankfurt am Main 34
Tashkent 33
Stockholm 32
Padova 31
Ankara 30
Brasília 28
Falls Church 28
Johannesburg 28
Orange 26
Venezia 26
Kunming 25
Manchester 25
Philadelphia 25
Istanbul 24
Amsterdam 23
Mumbai 23
Guangzhou 22
Indiana 22
Quito 22
Dhaka 20
Guayaquil 20
Nairobi 20
Phoenix 20
Totale 24.455
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Nome #
ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB 589
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults 283
Analisi pushover di costruzioni in muratura con codici di calcolo commerciali: problematiche a confronto 277
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls 258
A new 3D experimentally consistent XFEM to simulate delamination in FRP-reinforced concrete 253
A B.E. Solution to Some Contact Problems with Adhesion 244
A simple hybrid model for torsion and flexure of thin-walled beams 236
3D FE pushover and non-linear dynamic analyses of a masonry chimney before and after shortening 232
3D homogenized limit analysis of masonry buildings under horizontal loads 230
A discrete model for the plastic analysis of thin-walled beams of open cross section 228
A B.E. non local approach in continuum damage mechanics 223
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach 219
3D homogenized limit analysis of masonry buildings subjected to horizontal loads 218
Damage assessment and retrofitting of the Marchesale Castle (San Giuliano di Puglia 216
Modal pushover and response history analyses of a masonry chimney before and after shortening 211
A Reissner Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 210
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications 208
A BEM Sensitivity Analysis for Unilateral Contact Problems 206
Homogenised limit analysis of masonry walls, Part I: Failure surfaces 205
Stability of slender beams and frames resting on 2D elastic half-space 201
Base isolation of heavy non-structural monolithic objects at the top of a masonry monumental construction 200
A numerical approach to the evaluation of collapse load multiplier of masonry curved structures 200
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches 198
A homogenized viscoelastic model for masonry structures 193
Structural analysis of the “3Ponti” of Comacchio (Ferrara, ITALY) 192
Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I : unreinforced masonry failure surfaces 191
Numerical insights on the seismic behavior of a non-isolated historical masonry tower 190
Variationally consistent eXtended FE model for 3D planar and curved imperfect interfaces 189
A Mixed Plate Model Allowing for Arbitrary Delaminations 187
A four-node hybrid strain assumed element for laminate composite plates 187
Fast kinematic limit analysis of masonry walls with out-of-plane loading 187
The seismic behaviour of ancient masonry buildings after the earthquake in Emilia(Italy) on May 20 and 29 185
A Spline Based Approach for Avoiding Domain Integrations in BEM 184
A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls 184
Sensitivity Analysis of Fibre-Reinforced Composites with Interphase Unilateral Constraints 183
A unified multifield formulation in nonlocal damage 183
Dynamic soil-structure interaction of coupled shear walls by boundary element method 183
3D numerical modelling of imperfect interfaces in particulate composites by means of an eXtended Finite Element Method 182
Effects of May 2012 Emilia earthquake on industrial buildings of early ’900 on the Po river line 181
3D XFEM modelling of imperfect interfaces 181
A thermodynamically consistent nonlocal formulation for damaging materials 179
Homogenised limit analysis of masonry walls. Part II: structural examples 179
Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method 178
A fast Gauss transform algorithm for the finite element solution of nonlocal integral models 178
A refined model for laminated beams. Part I:A new high-order approach 177
Iterative LCP solvers for non-local loading-unloading conditions 177
Debonding of FRP and thin films from an elastic half-plane using a coupled FE-BIE model 177
Extended variational formulations and F.E. models in the stability analysis of non-conservative elastic systems 176
A Fast Multipole approach to inverse problems in wave propagation 176
Advanced numerical models for the analysis of masonry cross vaults: a case-study in Italy 176
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation 176
Sensitivity analysis for unilateral contact problems: "Boundary" variational formulations and B.E.M. discretisations 175
Three-dimensional analysis of a damaged masonry arch bridge under horizontal load 175
A 4-noded mixed-hybrid finite element, using unsymmetric stresses, for linear analysis of plates 173
Simple numerical model with second order effects for out-of-plane loaded masonry walls 172
the use of Spline Approximated Particular Integrals in Free Vibration Analysis of Membranes by BEM 171
Analysis of masonry structures: review of and recent trends in homogenisation techniques 171
A general NURBS-based method for kinematic limit analysis of masonry vaults 171
Three-dimensional modelling of embedded coated spherical inclusions through a regularized XFEM approach 170
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures 169
Recent developments in F.E. analysis of FRP reinforced masonry vaults: Case studies in Italy 169
Out-of-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenization procedures 169
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches 169
Identification of internal residual stress parameters in silicon/silicon nitride bilayers for implementation of a crystalline micro-undulator 168
Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari 168
Fragility functions for local failure mechanisms in unreinforced masonry buildings: a typological study in Ferrara, Italy 168
A finite element multifield model for critical loads of composite laminated plates 167
Limit analysis of out-of-plane loaded running bond masonry walls under Mindlin-Reissner plate hypotheses 167
Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral 166
A regularized XFEM model for the transition from continuous to discontinuous displacements 165
Computational Methods for Masonry Vaults: A Review of Recent Results 165
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new genetic algorithm nurbs-based approach 165
On the analysis of unilaterally supported plates by finite element models 164
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls 164
On optimal spherical masonry domes of uniform strength 164
On Collapse Behavior of Reinforced Masonry Domes under Seismic Loads 163
An improved time domain boundary element approach for two-dimensional elastodynamics 161
A masonry chimney damaged by the 2012 Emilia earthquake sequence 161
Full 3D homogenization approach to investigate the behavior of masonry arch bridges: the Venice trans-lagoon railway bridge 160
NURBS-Based Upper Bound Limit Analysis of FRP Reinforced Masonry Vaults through an Efficient Mesh Adaptation Scheme 160
Simple and effective equilibrium models for vibration analysis of curved rods 160
A F.E. Limit analysis software for FRP-reinforced masonry buildings subjected to Horizontal loads 159
A Lagrangian multiplier approach for nonlocal damaging materials 159
Finite element incremental analysis of elastoplastic plate bending 158
Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures 158
Continuous and discrete models for masonry like material: A critical comparative study 157
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy 157
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] 157
Interfacial shear stress analysis of bar and thin film bonded to 2D elastic substrate using a coupled FE-BIE method 156
A PREDICTIVE MODEL FOR THE SEISMIC SAFETY ASSESSMENT OF SCHOOL MASONRY BUILDINGS 155
Assessment of historic centres through a multidisciplinary approach based on the simultaneous application of Remote Sensing, GIS and quick procedures for survey and vulnerability evaluation: the Arsita case 155
Sulla soluzione di problemi di contatto monolatero in presenza di attrito mediante discretizzazione di equazioni integrali di contorno 154
A FAST FEM ALGORITHM FOR NON-LOCAL INTEGRAL MODELS 154
Extended variational formulations and F .E models for non-linear non-conservative mechanical problems 153
Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded 153
On uniqueness for frictional contact rate problems 153
Boundary Variational Formulations and Numerical Solution Techniques for Unilateral Contact Problem 153
Homogenized upper bound FE limit analysis model for FRP-reinforced masonry vaults 153
‘Extended’ variational formulations and finite element models for the elastohydrodynamic lubrication problem 153
Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques 152
Totale 18.615
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Categoria #
all - tutte 159.213
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.204
Totale 162.417
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.134 0 0 0 0 0 0 0 0 0 477 453 204
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
2025/202612.946 1.293 825 1.199 1.569 2.025 962 1.643 703 1.291 1.436 0 0
Totale 37.857