PALIZZOLO, Luigi
 Distribuzione geografica
Continente #
NA - Nord America 6.146
AS - Asia 3.283
EU - Europa 3.204
SA - Sud America 547
Continente sconosciuto - Info sul continente non disponibili 389
AF - Africa 95
OC - Oceania 13
Totale 13.677
Nazione #
US - Stati Uniti d'America 6.010
SG - Singapore 1.131
CN - Cina 929
RU - Federazione Russa 851
IT - Italia 630
BR - Brasile 413
HK - Hong Kong 324
VN - Vietnam 299
UA - Ucraina 262
DE - Germania 256
FI - Finlandia 237
PL - Polonia 227
JP - Giappone 186
FR - Francia 171
IE - Irlanda 133
GB - Regno Unito 132
SE - Svezia 121
KR - Corea 56
CA - Canada 54
IN - India 51
BD - Bangladesh 48
AR - Argentina 47
IQ - Iraq 42
TR - Turchia 34
MX - Messico 33
NL - Olanda 28
BE - Belgio 27
ES - Italia 23
PK - Pakistan 23
ID - Indonesia 21
ZA - Sudafrica 21
AT - Austria 19
CL - Cile 18
CO - Colombia 18
IR - Iran 17
CH - Svizzera 16
MA - Marocco 16
RO - Romania 15
UZ - Uzbekistan 15
EC - Ecuador 14
JM - Giamaica 14
AU - Australia 13
CI - Costa d'Avorio 12
PT - Portogallo 12
VE - Venezuela 12
JO - Giordania 11
KE - Kenya 11
GR - Grecia 10
MY - Malesia 10
NP - Nepal 10
CR - Costa Rica 9
TH - Thailandia 9
TN - Tunisia 9
TW - Taiwan 9
SA - Arabia Saudita 8
BO - Bolivia 7
UY - Uruguay 7
CZ - Repubblica Ceca 6
EG - Egitto 6
HN - Honduras 6
LB - Libano 6
MT - Malta 6
PE - Perù 6
PH - Filippine 6
AZ - Azerbaigian 5
NI - Nicaragua 5
AE - Emirati Arabi Uniti 4
AL - Albania 4
DZ - Algeria 4
ET - Etiopia 4
PY - Paraguay 4
SY - Repubblica araba siriana 4
BB - Barbados 3
BG - Bulgaria 3
BS - Bahamas 3
DO - Repubblica Dominicana 3
IL - Israele 3
KG - Kirghizistan 3
KW - Kuwait 3
PS - Palestinian Territory 3
AM - Armenia 2
BN - Brunei Darussalam 2
BY - Bielorussia 2
CM - Camerun 2
CY - Cipro 2
EU - Europa 2
GT - Guatemala 2
HU - Ungheria 2
KZ - Kazakistan 2
LT - Lituania 2
MD - Moldavia 2
NG - Nigeria 2
PA - Panama 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
Totale 13.278
Città #
Ashburn 817
Singapore 748
Fairfield 541
San Jose 410
Chandler 381
Woodbridge 348
Hong Kong 304
Wilmington 242
Houston 240
Seattle 227
Ann Arbor 194
Zgierz 186
Cambridge 185
Tokyo 182
Palermo 149
Beijing 148
Jacksonville 143
Moscow 140
Dublin 132
Council Bluffs 123
Medford 119
Frankfurt am Main 106
Nanjing 106
Dallas 102
Los Angeles 102
New York 98
Santa Clara 96
Ho Chi Minh City 95
Lauterbourg 80
Hanoi 78
Princeton 75
Altamura 55
Chicago 48
Des Moines 48
Jinan 48
Buffalo 45
Hefei 45
Boardman 42
Lawrence 39
São Paulo 38
San Diego 37
Shenyang 33
Tianjin 32
Tulsa 32
Milan 31
Hebei 30
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
Atlanta 18
Columbus 18
Seongnam 18
Warsaw 18
Paris 15
Brasília 13
Montreal 13
Saint Petersburg 13
Santiago 13
Abidjan 12
Baghdad 12
Denver 12
Haiphong 12
Ningbo 12
Rio de Janeiro 12
Tashkent 12
Amman 11
Da Nang 11
Nuremberg 11
Porto Alegre 11
Redwood City 11
Rome 11
Hangzhou 10
San Mateo 10
Vienna 10
Amsterdam 9
Ankara 9
Brooklyn 9
Casablanca 9
Istanbul 9
Jakarta 9
Lappeenranta 9
Orem 9
Phoenix 9
San Paolo di Civitate 9
Stockholm 9
Taiyuan 9
The Dalles 9
Belo Horizonte 8
Birmingham 8
Detroit 8
Guayaquil 8
Haikou 8
Totale 8.229
Nome #
Bounds on plastic strains for elastic plastic structures in plastic shakedown conditions 267
Limited Resistance Rigid Perfectly Plastic Hinges for Steel Frames 262
Computational procedures for plastic shakedown design of structures 254
Speckle Interferometry Analysis of Full-bending Behavior of GFRP Pultruded Material 251
LRPH device optimization for axial and shear stresses 240
An efficient framework for the elasto-plastic reliability assessment of uncertain wind excited systems 230
An optimal design formulation according to some limited ductility behaviour 222
Evaluation of the shakedown limit load multiplier for stochastic seismic actions 213
Discrete variable design of frames subjected to seismic actions accounting for element slenderness 209
On the analysis of Catalan thin vaults 200
Performance-Based Engineering of Wind-Excited Structures: A General Methodology 198
Minimum volume design of structures with constraints on ductility and stability 196
Optimization of structures with unrestricted dynamic shakedown constraints 194
Optimal design of trusses according to a plastic shakedown criterion 191
Optimal design of steel frames accounting for buckling 190
Bòvedas tabicadas: experimental and numerical analysis 184
Comparison between unrestricted dynamic shakedown design and a new probabilistic approach for structures under seismic loadings 183
Shakedown boundary of limited ductility structures accounting for buckling 182
Optimal design of elastic plastic frames accounting for seismic protection devices 181
Analisi numerica e sperimentale sul comportamento meccanico delle volte catalane 180
Probabilistic Evaluation of the Adaptation Time for Structures under Seismic Loads 179
Ludus absentiae et praesentiae 178
Case Study of the Structural Behavior of a Catalan Bricks Masonry Vault 178
Structural Design of Frames Able to Prevent Element Buckling 177
Fixed strength and stiffness hinges for steel frames 177
On the post-elastic behavior of LRPH connections 175
Optimization of continuous elastic perfectly plastic beams 174
Effect of surface finish on the mechanical behaviour of Dacron© 360 woven 174
Dynamic shakedown design of structures under repeated seismic loads 170
Modellazione numerica del comportamento meccanico delle volte catalane 168
Multicriterion design of frames with constraints on buckling 168
Elastic/plastic shakedown load boundary determination accounting for limited ductility structures 166
Reliability-based design optimization of trusses under dynamic shakedown constraints 166
A Multicriteria optimal design for FE discretized structures 164
On the modern use of the bòvedas tabicadas 164
Testing mechanical characteristics of chestnut stakes used in bed sills for stream restoration 164
INFLUENZA DEL TRATTAMENTO SUPERFICIALE SUL COMPORTAMENTO MECCANICO DEL DACRON TNF 360 161
Comparison among different dynamic shakedown approaches 161
Experimental and numerical analysis of flexural behaviour of GFRP pultruded material 160
Evaluation of continuous filament mat influence on the bending behaviour of GFRP pultruded material via Electronic Speckle Pattern Interferometry 160
Optimal shakedown design of base isolated structures 159
Numerical validation of LRPH behaviour by FEM analysis 159
DACRON© 360 WOVEN: EXPERIMENTAL CHARACTERIZATION AND COMPUTATIONAL ASPECTS 156
Smart beam element approach for lrph device 155
Bounds on plastic deformations for structures in plastic shakedown 153
EFFECT OF SURFACE FINISH ON THE TENSILE BEHAVIOR OF DACRON© 360 WOVEN 152
On the structural optimization in presence of base isolating devices 149
Ludus absentiae et presentiae (tavole di progetto) 148
Seismic shakedown design of frames based on a probabilistic approach 146
P-Delta effect in structural optimization 143
On the optimal design of base isolation devices 143
A New Constitutive Relation for Homogeneous Isotropic Materials by FEM Model of the Brazilian Splitting Test 143
Alterazioni delle caratteristiche fisico-chimiche e meccaniche dei paletti di castagno in ambiente mediterraneo 142
A new design problem in the formulation of a special moment resisting connection device for preventing local buckling 140
Optimal design of circular plates according to different criteria 139
Analisi numerica e sperimentale sul comportamento meccanico delle volte catalane 139
Experimental characterization of dacron 360 woven constitutive behavior 135
Minimum displacement design of base isolation devices 135
Evaluation of the bending behaviour of laminated glass beams via electronic speckle pattern interferometry 133
Discrete variables structural design of frames safe against buckling 131
Yield Behaviour of Welded I-Shaped Steel Cross-Sections 127
Reliable measures of plastic deformations for elastic plastic structures in shakedown conditions 125
Shakedown design of structures under dynamic loading 120
A proposal for improving the elastic behaviour of dogbone 119
Optimal design of structures equipped with different seismic protecting devices 119
Influence of protecting devices on the optimal design of elastic plastic structures 116
Experimental analysis of "bovedas tabicadas" 116
TRADITION AND MODERNITY OF CATALAN VAULTS: HISTORICAL AND STRUCTURAL ANALYSIS 116
Progetto ottimale di strutture discrete con vincoli sulla deformazione plastica 112
Shakedown design of frames with constraints on deformations 110
Shakedown design of trusses accounting for buckling 110
Optimum design of structures with limited ductility 109
MULTICRITERIA OPTIMAL DESIGN OF CONTINUOUS CIRCULAR PLATES 103
Welded section defence by LRPD devices 101
Flexural behavior of laminated glass beams with T cross-sections 101
Optimal design of new steel connections 101
A New Iterative Design Strategy for Steel Frames Modelled by Generalised Multi-Stepped Beam Elements 100
The Structural Performance of Fiber-Reinforced Geopolymers: A Review 100
Optimal design of structures under dynamic loading 99
Experimental Analysis and Numerical Modelling of the Mechanical Behavior of a Sisal-Fiber-Reinforced Geopolymer 98
Targeted steel frames by means of innovative moment resisting connections 97
Strengthening of Masonry Structures by Sisal-Reinforced Geopolymers 91
Iterative Optimal Design of Special Moment Resisting Devices for Steel Frames 90
Experimental analysis of new moment resisting steel connections 88
Seismic Design of Steel Frames with Protected Connections 86
Simplified Computational Procedure for the Design of Special Moment Resisting Steel Connections 80
Innovative devices for the protection of welded sections in steel structures 78
A bounding technique for plastic deformations 68
Prevention of brittle failure for steel connections utilizing special devices 67
Optimal Shakedown Design of Circular Plates 66
Optimality conditions for shakedown design of trusses 48
Elastic plastic analysis iterative solution 46
Optimal Bounds on Plastic Deformations for Bodies Constituted of Temperature-Dependent Elastic Hardening Material 42
Morphometric analysis of a porous geopolymer and simulation of its compressive behavior through a RVE generation 14
Yield Domains of I-Shaped Steel Cross-Sections 1
Plastic Strain Spread Study for the Optimal Design of Multistep Flexural Steel Beam Elements 1
Mechanical Behavior and Modeling of Flax Fiber-Reinforced Geopolymers in Comparison with Other Natural Fiber Composites 1
Totale 13.677
Categoria #
all - tutte 44.496
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 44.496


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/20265.144 270 230 366 359 429 757 714 552 428 661 192 186
2026/2027235 235 0 0 0 0 0 0 0 0 0 0 0
Totale 13.677