PALIZZOLO, Luigi
 Distribuzione geografica
Continente #
NA - Nord America 5.766
AS - Asia 3.254
EU - Europa 3.167
SA - Sud America 541
AF - Africa 95
OC - Oceania 12
Continente sconosciuto - Info sul continente non disponibili 5
Totale 12.840
Nazione #
US - Stati Uniti d'America 5.665
SG - Singapore 1.125
CN - Cina 925
RU - Federazione Russa 851
IT - Italia 601
BR - Brasile 411
HK - Hong Kong 324
VN - Vietnam 296
UA - Ucraina 262
DE - Germania 256
FI - Finlandia 237
PL - Polonia 227
JP - Giappone 186
FR - Francia 168
IE - Irlanda 133
GB - Regno Unito 132
SE - Svezia 121
KR - Corea 56
IN - India 50
AR - Argentina 46
IQ - Iraq 42
CA - Canada 36
BD - Bangladesh 35
TR - Turchia 34
MX - Messico 33
BE - Belgio 27
NL - Olanda 27
PK - Pakistan 23
ES - Italia 21
ID - Indonesia 21
ZA - Sudafrica 21
AT - Austria 19
CL - Cile 18
CO - Colombia 17
IR - Iran 17
MA - Marocco 16
CH - Svizzera 15
RO - Romania 15
UZ - Uzbekistan 15
EC - Ecuador 14
AU - Australia 12
CI - Costa d'Avorio 12
PT - Portogallo 12
JO - Giordania 11
KE - Kenya 11
VE - Venezuela 11
MY - Malesia 10
NP - Nepal 10
GR - Grecia 9
TN - Tunisia 9
TW - Taiwan 9
JM - Giamaica 8
SA - Arabia Saudita 8
TH - Thailandia 8
CR - Costa Rica 7
UY - Uruguay 7
BO - Bolivia 6
CZ - Repubblica Ceca 6
EG - Egitto 6
LB - Libano 6
MT - Malta 6
PE - Perù 6
AZ - Azerbaigian 5
NI - Nicaragua 5
PH - Filippine 5
AE - Emirati Arabi Uniti 4
AL - Albania 4
DZ - Algeria 4
ET - Etiopia 4
PY - Paraguay 4
SY - Repubblica araba siriana 4
BG - Bulgaria 3
DO - Repubblica Dominicana 3
HN - Honduras 3
IL - Israele 3
KG - Kirghizistan 3
KW - Kuwait 3
PS - Palestinian Territory 3
AM - Armenia 2
BB - Barbados 2
BN - Brunei Darussalam 2
BS - Bahamas 2
BY - Bielorussia 2
CM - Camerun 2
CY - Cipro 2
EU - Europa 2
HU - Ungheria 2
KZ - Kazakistan 2
LT - Lituania 2
MD - Moldavia 2
NG - Nigeria 2
RS - Serbia 2
SC - Seychelles 2
SN - Senegal 2
XK - ???statistics.table.value.countryCode.XK??? 2
A1 - Anonimo 1
AF - Afghanistan, Repubblica islamica di 1
AO - Angola 1
BA - Bosnia-Erzegovina 1
CD - Congo 1
Totale 12.827
Città #
Ashburn 797
Singapore 746
Fairfield 541
Chandler 381
Woodbridge 348
Hong Kong 304
San Jose 301
Wilmington 241
Houston 238
Seattle 226
Ann Arbor 194
Zgierz 186
Cambridge 185
Tokyo 182
Beijing 146
Palermo 143
Jacksonville 142
Moscow 140
Dublin 132
Council Bluffs 123
Medford 119
Frankfurt am Main 106
Nanjing 106
Dallas 98
Los Angeles 98
New York 96
Ho Chi Minh City 95
Santa Clara 87
Lauterbourg 80
Hanoi 76
Princeton 75
Altamura 55
Des Moines 48
Jinan 48
Hefei 45
Buffalo 43
Chicago 42
Boardman 40
Lawrence 39
São Paulo 38
San Diego 36
Shenyang 33
Tulsa 32
Tianjin 31
Hebei 30
Milan 28
Mountain View 27
Nanchang 26
Brussels 25
Dearborn 25
Changsha 24
Guangzhou 23
Zhengzhou 23
London 21
Ludwigshafen am Rhein 21
Helsinki 19
Jiaxing 19
Seongnam 18
Warsaw 18
Atlanta 16
Columbus 15
Paris 15
Brasília 13
Saint Petersburg 13
Santiago 13
Abidjan 12
Baghdad 12
Haiphong 12
Ningbo 12
Rio de Janeiro 12
Tashkent 12
Amman 11
Da Nang 11
Denver 11
Montreal 11
Nuremberg 11
Porto Alegre 11
Redwood City 11
Rome 11
Hangzhou 10
San Mateo 10
Vienna 10
Amsterdam 9
Ankara 9
Casablanca 9
Istanbul 9
Jakarta 9
Lappeenranta 9
Orem 9
San Paolo di Civitate 9
Stockholm 9
Taiyuan 9
The Dalles 9
Belo Horizonte 8
Birmingham 8
Brooklyn 8
Guayaquil 8
Haikou 8
Kuala Lumpur 8
Mumbai 8
Totale 8.039
Nome #
Bounds on plastic strains for elastic plastic structures in plastic shakedown conditions 265
Limited Resistance Rigid Perfectly Plastic Hinges for Steel Frames 258
Computational procedures for plastic shakedown design of structures 249
Speckle Interferometry Analysis of Full-bending Behavior of GFRP Pultruded Material 245
LRPH device optimization for axial and shear stresses 233
An efficient framework for the elasto-plastic reliability assessment of uncertain wind excited systems 224
An optimal design formulation according to some limited ductility behaviour 220
Evaluation of the shakedown limit load multiplier for stochastic seismic actions 208
Discrete variable design of frames subjected to seismic actions accounting for element slenderness 204
On the analysis of Catalan thin vaults 197
Performance-Based Engineering of Wind-Excited Structures: A General Methodology 193
Optimization of structures with unrestricted dynamic shakedown constraints 191
Minimum volume design of structures with constraints on ductility and stability 190
Optimal design of steel frames accounting for buckling 189
Optimal design of trusses according to a plastic shakedown criterion 186
Comparison between unrestricted dynamic shakedown design and a new probabilistic approach for structures under seismic loadings 179
Shakedown boundary of limited ductility structures accounting for buckling 177
Bòvedas tabicadas: experimental and numerical analysis 176
Optimal design of elastic plastic frames accounting for seismic protection devices 176
Ludus absentiae et praesentiae 174
Probabilistic Evaluation of the Adaptation Time for Structures under Seismic Loads 174
Optimization of continuous elastic perfectly plastic beams 173
Fixed strength and stiffness hinges for steel frames 173
Effect of surface finish on the mechanical behaviour of Dacron© 360 woven 172
Analisi numerica e sperimentale sul comportamento meccanico delle volte catalane 171
Dynamic shakedown design of structures under repeated seismic loads 168
Structural Design of Frames Able to Prevent Element Buckling 168
On the post-elastic behavior of LRPH connections 168
Case Study of the Structural Behavior of a Catalan Bricks Masonry Vault 166
Reliability-based design optimization of trusses under dynamic shakedown constraints 163
On the modern use of the bòvedas tabicadas 162
Elastic/plastic shakedown load boundary determination accounting for limited ductility structures 161
A Multicriteria optimal design for FE discretized structures 161
Testing mechanical characteristics of chestnut stakes used in bed sills for stream restoration 161
Comparison among different dynamic shakedown approaches 158
Multicriterion design of frames with constraints on buckling 157
INFLUENZA DEL TRATTAMENTO SUPERFICIALE SUL COMPORTAMENTO MECCANICO DEL DACRON TNF 360 156
Experimental and numerical analysis of flexural behaviour of GFRP pultruded material 153
Modellazione numerica del comportamento meccanico delle volte catalane 152
Numerical validation of LRPH behaviour by FEM analysis 152
Optimal shakedown design of base isolated structures 151
Bounds on plastic deformations for structures in plastic shakedown 151
Evaluation of continuous filament mat influence on the bending behaviour of GFRP pultruded material via Electronic Speckle Pattern Interferometry 150
DACRON© 360 WOVEN: EXPERIMENTAL CHARACTERIZATION AND COMPUTATIONAL ASPECTS 148
Smart beam element approach for lrph device 146
Ludus absentiae et presentiae (tavole di progetto) 144
EFFECT OF SURFACE FINISH ON THE TENSILE BEHAVIOR OF DACRON© 360 WOVEN 144
Seismic shakedown design of frames based on a probabilistic approach 144
P-Delta effect in structural optimization 138
A new design problem in the formulation of a special moment resisting connection device for preventing local buckling 137
A New Constitutive Relation for Homogeneous Isotropic Materials by FEM Model of the Brazilian Splitting Test 137
Optimal design of circular plates according to different criteria 136
On the optimal design of base isolation devices 136
Analisi numerica e sperimentale sul comportamento meccanico delle volte catalane 135
Alterazioni delle caratteristiche fisico-chimiche e meccaniche dei paletti di castagno in ambiente mediterraneo 135
On the structural optimization in presence of base isolating devices 134
Evaluation of the bending behaviour of laminated glass beams via electronic speckle pattern interferometry 131
Minimum displacement design of base isolation devices 130
Experimental characterization of dacron 360 woven constitutive behavior 128
Discrete variables structural design of frames safe against buckling 127
Yield Behaviour of Welded I-Shaped Steel Cross-Sections 122
Shakedown design of structures under dynamic loading 119
Reliable measures of plastic deformations for elastic plastic structures in shakedown conditions 119
Optimal design of structures equipped with different seismic protecting devices 118
A proposal for improving the elastic behaviour of dogbone 115
Influence of protecting devices on the optimal design of elastic plastic structures 113
Experimental analysis of "bovedas tabicadas" 112
TRADITION AND MODERNITY OF CATALAN VAULTS: HISTORICAL AND STRUCTURAL ANALYSIS 112
Progetto ottimale di strutture discrete con vincoli sulla deformazione plastica 110
Shakedown design of frames with constraints on deformations 109
Shakedown design of trusses accounting for buckling 106
Optimum design of structures with limited ductility 104
Flexural behavior of laminated glass beams with T cross-sections 98
MULTICRITERIA OPTIMAL DESIGN OF CONTINUOUS CIRCULAR PLATES 97
Welded section defence by LRPD devices 96
Experimental Analysis and Numerical Modelling of the Mechanical Behavior of a Sisal-Fiber-Reinforced Geopolymer 95
Optimal design of structures under dynamic loading 95
Optimal design of new steel connections 95
A New Iterative Design Strategy for Steel Frames Modelled by Generalised Multi-Stepped Beam Elements 93
The Structural Performance of Fiber-Reinforced Geopolymers: A Review 92
Targeted steel frames by means of innovative moment resisting connections 92
Strengthening of Masonry Structures by Sisal-Reinforced Geopolymers 89
Experimental analysis of new moment resisting steel connections 86
Iterative Optimal Design of Special Moment Resisting Devices for Steel Frames 85
Seismic Design of Steel Frames with Protected Connections 80
Simplified Computational Procedure for the Design of Special Moment Resisting Steel Connections 78
Innovative devices for the protection of welded sections in steel structures 75
A bounding technique for plastic deformations 66
Prevention of brittle failure for steel connections utilizing special devices 65
Optimal Shakedown Design of Circular Plates 64
Optimality conditions for shakedown design of trusses 44
Elastic plastic analysis iterative solution 44
Optimal Bounds on Plastic Deformations for Bodies Constituted of Temperature-Dependent Elastic Hardening Material 39
Morphometric analysis of a porous geopolymer and simulation of its compressive behavior through a RVE generation 9
Totale 13.221
Categoria #
all - tutte 42.167
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 42.167


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021176 0 0 0 0 0 0 0 0 0 0 91 85
2021/2022799 23 161 21 56 17 36 47 53 92 106 32 155
2022/20231.112 106 191 26 101 143 170 59 82 161 13 41 19
2023/2024670 20 82 13 105 66 101 157 28 16 8 8 66
2024/20251.622 35 77 213 137 81 73 118 119 89 133 190 357
2025/20264.923 270 230 366 359 429 757 714 552 428 661 157 0
Totale 13.221