MAGISANO, DOMENICO
 Distribuzione geografica
Continente #
EU - Europa 266
AS - Asia 49
NA - Nord America 43
SA - Sud America 21
AF - Africa 9
Totale 388
Nazione #
IT - Italia 163
US - Stati Uniti d'America 41
DE - Germania 26
BR - Brasile 21
CN - Cina 18
FR - Francia 18
DZ - Algeria 9
IE - Irlanda 9
JP - Giappone 9
ES - Italia 8
RU - Federazione Russa 8
FI - Finlandia 6
CZ - Repubblica Ceca 5
IR - Iran 5
NL - Olanda 5
UA - Ucraina 4
GB - Regno Unito 3
SG - Singapore 3
VN - Vietnam 3
DK - Danimarca 2
HU - Ungheria 2
IN - India 2
MX - Messico 2
PL - Polonia 2
TH - Thailandia 2
TR - Turchia 2
AT - Austria 1
BE - Belgio 1
BY - Bielorussia 1
CY - Cipro 1
HK - Hong Kong 1
ID - Indonesia 1
JO - Giordania 1
KR - Corea 1
NO - Norvegia 1
PT - Portogallo 1
Totale 388
Città #
Rende 48
Fortaleza 21
Milan 11
Ashburn 9
Cosenza 8
Bremen 7
Dublin 7
Mascalucia 7
Stuttgart 7
Helsinki 6
Shanghai 6
Boardman 5
Frankfurt am Main 5
Barcelona 4
St Petersburg 4
Xi'an 4
Anagni 3
Bari 3
Catania 3
Council Bluffs 3
Denver 3
Molfetta 3
Tirschenreuth 3
Bangkok 2
Baveno 2
Draper 2
Fasano 2
Gillingham 2
Hanoi 2
Kongens Lyngby 2
Lonigo 2
Louvres 2
Machida 2
Moscow 2
Naples 2
Pasadena 2
Raheny 2
Reggio Calabria 2
Rome 2
Rostov-on-Don 2
Salamanca 2
Santeramo in Colle 2
Shenzhen 2
Shimosakunobe 2
Tarragona 2
Tilburg 2
Tokyo 2
Warsaw 2
Washington 2
Zagarolo 2
Altamura 1
Amman 1
Annaba 1
Bakonyoszlop 1
Basciano 1
Beijing 1
Bengaluru 1
Bologna 1
Budapest 1
Cagliari 1
Catanzaro 1
Cernusco sul Naviglio 1
Cesena 1
Chennai 1
Cologno al Serio 1
Conversano 1
Crema 1
Dallas 1
Florence 1
Foggia 1
Gallarate 1
Genoa 1
Granada 1
Hamburg 1
Ho Chi Minh City 1
Hopkinton 1
Konyaalti 1
Leuven 1
Limassol 1
Locorotondo 1
London 1
Los Angeles 1
Luohe 1
Lyon 1
Madrid 1
Messina 1
Muara Bulian 1
Munich 1
Novara 1
Nunziata 1
Oslo 1
Otemachi 1
Paju-si 1
Paris 1
Rovigo 1
Turin 1
Vienna 1
Vila Real 1
Volla 1
Yokohama 1
Totale 284
Nome #
How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite element, file 24ae905b-04f9-488e-89e7-4a517237da81 98
An efficient isogeometric solid-shell formulation for geometrically nonlinear analysis of elastic shells, file 48949d5a-e98e-4bba-a840-3de41efd273b 63
An isogeometric formulation of the Koiter's theory for buckling and initial post-buckling analysis of composite shells, file aa77e2ad-eab8-4745-aa1c-e52c7ff97d1f 43
Postbuckling optimisation of a variable angle tow composite wingbox using a multi-modal Koiter approach, file daaa5d50-75e5-40c1-88e2-b50444ba8f81 36
Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements, file ea43bc23-58a1-41d5-8d2c-ae98bca2760b 28
Post-buckling optimisation strategy of imperfection sensitive composite shells using Koiter method and Monte Carlo simulation, file 60e3257e-7bda-41e2-b0f0-2da20c74a102 27
An efficient mixed variational reduced-order model formulation for nonlinear analyses of elastic shells, file f0c2f694-684b-4e84-8437-f69b70ea99a5 18
Material design for optimal postbuckling behaviour of composite shells, file ddc632d6-1c91-321f-e053-1705fe0abc09 7
A reduced order model for nonlinear time history seismic analyzes of elasto-plastic 3D frame structures, file ca544cc5-f391-4959-94c8-f4b057a89c63 6
How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite element, file ddc632d4-9f5e-321f-e053-1705fe0abc09 5
Postbuckling optimisation of a variable angle tow composite wingbox using a multi-modal Koiter approach, file ddc632d4-e0c1-321f-e053-1705fe0abc09 5
A simplified Kirchhoff–Love large deformation model for elastic shells and its effective isogeometric formulation, file ddc632d4-ff2c-321f-e053-1705fe0abc09 5
null, file 71ffae17-922d-4898-aec9-7682f3cc34b6 4
Deformation modes for the post-critical analysis of thin-walled compressed members by a Koiter semi-analytic approach, file ddc632d3-a71c-321f-e053-1705fe0abc09 4
An efficient mixed variational reduced-order model formulation for nonlinear analyses of elastic shells, file ddc632d5-45eb-321f-e053-1705fe0abc09 4
Deformation modes of thin-walled members: A comparison between the method of Generalized Eigenvectors and Generalized Beam Theory, file ddc632d3-5b6e-321f-e053-1705fe0abc09 3
An isogeometric formulation of the Koiter's theory for buckling and initial post-buckling analysis of composite shells, file ddc632d4-9f5b-321f-e053-1705fe0abc09 3
Post-buckling optimisation strategy of imperfection sensitive composite shells using Koiter method and Monte Carlo simulation, file ddc632d4-a825-321f-e053-1705fe0abc09 3
Minkowski plasticity in 3D frames: Decoupled construction of the cross-section yield surface and efficient stress update strategy, file ddc632d4-d957-321f-e053-1705fe0abc09 3
A constrained solid-shell model for the geometric nonlinear finite-element analysis of laminates with alternating stiff/soft layers. Applications to laminated glass, file 6e13c6db-fc7d-495e-8197-82d110c641ce 2
How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite element, file 7a0044d6-d561-4e61-b3d4-a8749918ccec 2
Koiter asymptotic analysis of multilayered composite structures using mixed solid-shell finite elements, file ddc632d3-5bbc-321f-e053-1705fe0abc09 2
Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements, file ddc632d3-63c3-321f-e053-1705fe0abc09 2
Deformation modes of thin-walled members: A comparison between the method of Generalized Eigenvectors and Generalized Beam Theory, file ddc632d3-aa37-321f-e053-1705fe0abc09 2
Deformation modes of thin-walled members: A comparison between the method of Generalized Eigenvectors and Generalized Beam Theory, file ddc632d3-aa38-321f-e053-1705fe0abc09 2
An efficient isogeometric solid-shell formulation for geometrically nonlinear analysis of elastic shells, file ddc632d3-f2ec-321f-e053-1705fe0abc09 2
A large rotation finite element analysis of 3D beams by incremental rotation vector and exact strain measure with all the desirable features, file ddc632d5-11b8-321f-e053-1705fe0abc09 2
A Koiter reduction technique for the nonlinear thermoelastic analysis of shell structures prone to buckling, file ddc632d6-206f-321f-e053-1705fe0abc09 2
Increasing the buckling capacity with modal geometric “imperfections” designed by a reduced order model, file 26f912af-6c2c-4488-9fdb-fef31b6f82c6 1
A 3D distributed plasticity beam–column element for metal structures considering tangential stresses and warping with minimal DOFs, file 3974668d-84c8-47ac-816b-d9355d5f545a 1
A simplified Kirchhoff–Love large deformation model for elastic shells and its effective isogeometric formulation, file 896a3b25-fda6-4a26-b6ba-447ced68e854 1
A Finite Element Model for Monitoring the Displacement of Pipelines in Landslide Regions by Discrete FBG Strain Sensors, file b8444895-b924-41f1-a32d-7726c890ab9c 1
A quasi-static nonlinear analysis for assessing the fire resistance of reinforced concrete 3D frames exploiting time-dependent yield surfaces, file ddc632d4-d8da-321f-e053-1705fe0abc09 1
Totale 388
Categoria #
all - tutte 1.025
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 1.025


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202017 0 0 0 0 0 0 0 0 0 0 17 0
2020/202110 0 0 0 0 0 0 0 2 8 0 0 0
2021/202233 0 0 0 0 0 1 0 1 0 0 1 30
2022/2023127 23 6 10 5 13 4 7 11 9 7 13 19
2023/2024196 18 6 20 21 18 18 16 34 23 22 0 0
Totale 388