RE.PUBLIC@POLIMI pubblicazioni di ricerca del Politecnico di Milano

BERNUZZI, CLAUDIO
 Distribuzione geografica
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Continente #
NA - Nord America 9.097
EU - Europa 7.353
AS - Asia 4.419
SA - Sud America 849
AF - Africa 230
Continente sconosciuto - Info sul continente non disponibili 153
OC - Oceania 26
Totale 22.127
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Nazione #
US - Stati Uniti d'America 8.796
IT - Italia 2.970
RU - Federazione Russa 1.715
SG - Singapore 1.295
CN - Cina 1.183
BR - Brasile 696
VN - Vietnam 530
DE - Germania 304
FR - Francia 302
SE - Svezia 287
NL - Olanda 276
AT - Austria 275
GB - Regno Unito 272
KR - Corea 247
UA - Ucraina 239
CA - Canada 202
HK - Hong Kong 185
JP - Giappone 183
ES - Italia 179
FI - Finlandia 175
TR - Turchia 154
IN - India 117
IE - Irlanda 113
BD - Bangladesh 102
MA - Marocco 91
IR - Iran 58
AR - Argentina 52
JO - Giordania 52
ID - Indonesia 50
PH - Filippine 45
PL - Polonia 43
MX - Messico 42
PK - Pakistan 39
CI - Costa d'Avorio 35
PT - Portogallo 30
BE - Belgio 29
CH - Svizzera 29
ZA - Sudafrica 29
IQ - Iraq 23
PE - Perù 22
EC - Ecuador 21
TW - Taiwan 21
KH - Cambogia 20
AU - Australia 19
SA - Arabia Saudita 18
CL - Cile 16
CR - Costa Rica 16
HU - Ungheria 16
GR - Grecia 14
CO - Colombia 13
EG - Egitto 13
UZ - Uzbekistan 13
DZ - Algeria 12
MY - Malesia 12
TN - Tunisia 12
PY - Paraguay 11
CZ - Repubblica Ceca 10
RS - Serbia 9
TH - Thailandia 9
TT - Trinidad e Tobago 9
VE - Venezuela 9
AZ - Azerbaigian 8
HR - Croazia 8
IL - Israele 8
JM - Giamaica 8
NO - Norvegia 8
RO - Romania 8
DK - Danimarca 7
KE - Kenya 7
NG - Nigeria 7
NZ - Nuova Zelanda 7
HN - Honduras 6
LT - Lituania 6
LV - Lettonia 6
AE - Emirati Arabi Uniti 5
BJ - Benin 5
DO - Repubblica Dominicana 5
KZ - Kazakistan 5
NI - Nicaragua 5
UY - Uruguay 5
AM - Armenia 4
BH - Bahrain 4
CY - Cipro 4
MK - Macedonia 4
ML - Mali 4
NP - Nepal 4
PA - Panama 4
AL - Albania 3
BO - Bolivia 3
EU - Europa 3
LI - Liechtenstein 3
OM - Oman 3
PS - Palestinian Territory 3
SK - Slovacchia (Repubblica Slovacca) 3
SY - Repubblica araba siriana 3
AF - Afghanistan, Repubblica islamica di 2
BB - Barbados 2
BY - Bielorussia 2
CM - Camerun 2
EE - Estonia 2
Totale 21.945
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Città #
Ashburn 2.141
Singapore 670
San Jose 608
Milan 550
Chandler 471
Fairfield 416
Santa Clara 339
Woodbridge 300
Vienna 271
Wilmington 264
Council Bluffs 248
Houston 226
Moscow 222
The Dalles 220
Seoul 214
Beijing 210
Ann Arbor 206
Hefei 195
Rome 192
Boardman 186
Seattle 171
Tokyo 163
Dearborn 145
Hong Kong 142
Los Angeles 132
Cambridge 131
Ho Chi Minh City 122
Jacksonville 121
Lauterbourg 120
Dublin 110
Málaga 107
Hanoi 106
Ottawa 102
Lawrence 101
Dallas 97
North Charleston 85
Helsinki 80
Casablanca 76
New York 73
Amsterdam 70
Dong Ket 67
London 67
Izmir 63
Naples 63
Princeton 62
Trento 57
Buffalo 54
Florence 54
São Paulo 53
Amman 50
Medford 48
Turin 46
Frankfurt am Main 45
Bologna 44
Redwood City 44
Shanghai 38
Jakarta 37
Orem 35
San Diego 35
Abidjan 34
Warsaw 34
Las Vegas 33
Des Moines 30
Changsha 28
Padova 28
Munich 27
Toronto 25
Verona 25
Bari 24
Chennai 24
Genoa 24
Chicago 23
Guangzhou 23
Phoenix 23
Reggio Emilia 23
Johannesburg 22
Modena 22
Brussels 21
Victoria 21
Brescia 20
Phnom Penh 20
Atlanta 19
Basingstoke 19
Berlin 19
Da Nang 19
Dhaka 19
Miami 19
Redmond 19
Rio de Janeiro 19
Barcelona 18
Catania 18
Kent 18
Nuremberg 18
Paris 18
Belo Horizonte 17
Taipei 17
Denver 16
Hangzhou 16
Irvine 16
Lima 16
Totale 12.259
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Nome #
Steel storage pallet racks in seismic zones: Advanced vs. standard design strategies 860
Strutture di acciaio 837
Characterization of existing steel racks via dynamic identification 645
Progetto e verifica di strutture in acciaio secondo le norme tecniche delle costruzioni e l'Eurocodice UNI EN 1993 402
Post-earthquake damage assessment of moment resisting steel frames 343
Structural Steel Design to Eurocode 3 and AISC Specifications 291
EXPERIMENTAL VS. THEORETICAL DESIGN APPROACHES FOR THIN-WALLED COLD-FORMED STEEL BEAM-COLUMNS 271
Design rules for steel portal frames according to EC3 and AISC360 provisions 268
An advanced design procedure for the safe use of steel storage pallet racks in seismic zones 266
SULLA VARIABILITÀ DEL MODULO ELASTICO NELL’ACCIAIO STRUTTURALE 266
A combined experimental-numerical study on unbraced pallet rack under pushover loads 261
DESIGN OF BUILT-UP MEMBERS WITH ANGLES 255
Seismic behaviour of steel storage pallet racking systems (SEISRACKS2) 255
VERIFICA DI STRUTTURE IN ACCIAIO ALCUNE CONSIDERAZIONI IN ACCORDO ALLE NTC 2018 251
Edifici in acciaio: materiale, calcolo e progetto secondo l'Eurocodice EN-1993-1-1 238
EU and US design approaches for steel storage pallet racks with mono-symmetric cross-section uprights 236
BEAM-TO-COLUMN JOINTS FOR STEEL STORAGE RACKS: REFINED FINITE ELEMENT MODELS 232
REMARKS ON THE APPROACHES FOR SEISMIC DESIGN OF MOMENT-RESISTING STEEL FRAMES 231
CYCLIC RESPONSE OF BEAM-TO-UPRIGHT JOINTS IN STEEL FRAMES FOR ELEVATORS 230
An approach for the seismic design of steel storage pallet racks 229
ASSESSMENT OF THE RESIDUAL CAPACITY OF MR STEEL FRAMES VIA INCREMENTAL DYNAMIC ANALYSIS 225
Considerazioni sul dimensionamento di aste composte con angolari 225
Behaviour of beam-to-column joints in moment-resisting steel frames 217
Experimental results of full scale push overtests of project SEISRACKS2 RFSR-CT-2011-00031 (Seismic behaviour of steel-storage pallet racking systems) 208
Pushover Analyses of Hand-Loaded Steel Storage Shelving Racks 205
Beam design for steel storage racks 200
Proporzionamento di strutture in acciaio 198
Warping influence on the resistance of uprights in steel storage pallet racks 198
Simplified approaches to design medium-rise unbraced steel storage pallet racks. Part 1: elastic buckling analysis. 195
Resonance of steel wind turbines: Problems and solutions 194
Analysis and behaviour of steel storage pallet racks 192
Unbraced steel frame design according to EC3 and AISC provisions 192
Unbraced pallet rack design in accordance with European practice- Part 2: Essential verification checks 192
INCREMENTAL DYNAMIC ANALYSIS FOR ASSESSING THE SEISMIC PERFORMANCE OF MOMENT RESISTING STEEL FRAMES 185
Performance of mono-symmetric upright pallet racks under slab deflections 178
Behaviour of steel beam-to-column joints under cyclic reversal loading: an experimental study 176
An experimental investigation on solid and perforated steel storage racks uprights 174
European design approaches for isolated cold-formed thin-walled beam-columns with mono-symmetric cross-section 171
QUSDRA APPROACH: QUICK SEISMIC DESIGN OF STEEL STORAGE RACKS 170
HOLES INFLUENCE ON THE TORSIONAL RESPONSE OF THIN-WALLED MONO-SYMMETRIC CROSS-SECTION PROFILES 168
Debonding strain for steel-concrete composite slabs with trapezoidal metal deck 165
63) Design and damage assessment of structural steel components under seismic actions 165
European and United States approaches for steel storage pallet rack design. Part 2: Practical applications 163
DERRICK CRANE ROBUSTNESS SCENARIOS 160
La misura della soddisfazione del cliente 158
DESIGN STRATEGIES FOR COLD-FORMED BEAM-COLUMNS WITH REGULAR PERFORATIONS 156
European alternatives to design perforated thin-walled cold-formed beam-columns for steel storage systems 155
Advanced Seismic Design for Storage Pallet Rack Steel Frames 155
Simplified approaches to design medium-rise unbraced steel storage pallet racks. Part 2: fundamental period estimates 154
Unbraced pallet rack design in accordance with European practice- Part 1: Selection of the method of analysis 154
PREDICTION OF THE TORSIONAL RESPONSE OF MONO-SYMMETRIC MEMBERS WITH REGULAR PERFORATION SYSTEMS 152
The transformation matrix in the 7DOFs beam formulation 151
Analisi elasto-plastica del comportamento tridimensionale di travi in profilo a parete sottile 151
APPLICABILITÀ DELLA EN 1993-1-3 A PROFILI IN PARETE SOTTILE CON SISTEMI REGOLARI DI FORATURA 150
Strutture di Acciaio Circolare 21 gennaio 2019, n. 7 C.S.LL.PP. alcune considerazioni 149
THE NEW EDITION OF EUROCODE 3-1-1. Considerations on the evolution of cross-section classification 148
Influence of rebars in HI-Bond Steel-Concrete composite slabs 148
Ductility and Load Carrying Capacity Prediction of Steel Beam-to-Column Connections under Cyclic Reversal Loading 147
Enhancing Sustainability in Concrete Construction: Investigating the Benefits of Composite Slabs with Recycled Aggregates through Experimental Analysis 146
European and United States approaches for steel storage pallet rack design. Part 1: Discussions and general comparisons 146
Shaking table tests for seismic performance evaluation of steel frames 145
Influence of floor deflections on the performance of steel storage pallet racks 145
Remarks on the Approaches for Designing Moment-Resisting Steel Frames Against Earthquake 143
Seismic Performance Monitoring and Identification of Steel Storage Pallet Racks 143
A Testing Equipment for Seismic Studies of Steel Rack Frames 142
Progettare costruzioni in acciaio 141
Evaluation of European approaches applied to design of TWCF steel members 141
SEISMIC DAMAGE ASSESSMENT OF MOMENT RESISTING STEEL FRAMES WITH LOW CYCLE FATIGUE THEORY 141
EXPERIMENTAL AND NUMERICAL INVESTIGATION ON ELEVATOR STEEL UPRIGHTS UNDER ECCENTRIC COMPRESSION 140
A PROPOSAL TO IMPROVE THE TWCF STEEL MEMBER EUROPEAN DESIGN APPROACHES 140
2 - Costruzioni Acciaio 139
Il Laboratorio Prove Materiali del Politecnico di Milano 138
Low cycle fatigue of structural steel components: a method for re-analysis of test data and design approach based on ductility 138
Experimental analysis on key components of steel storage pallet racking systems 138
Modal identification of storage racks for cheese wheels 136
Progetto e verifica delle strutture in acciaio. Secondo le norme tecniche per le costruzioni 2018 e l'Eurocodice 3. 135
FEM-Based Preliminary Design of a Vibration Monitoring System in the Context of Decommissioned and Reinstalled Wind Towers 134
Predizione della capacità portante di elementi con sezioni snelle soggetti ad azione assiale eccentrica. Parte 1: il metodo 132
PERFORMANCE AND RESIDUAL LIFE OF MOMENT RESISTING STEEL FRAMES AFTER SEVERAL EARTHQUAKES 130
Predizione della capacità portante di elementi con sezioni snelle soggetti ad azione assiale eccentrica. Parte 2: la validazione 129
DESIGN STRATEGIES FOR STEEL STORAGE RACKS IN SEISMIC ZONES 128
Torsional behaviour of thin‐walled members with regular perforation systems 128
SARCOS project: Numerical Modeling of Composite Slabs with Recycled Aggregates 127
La misura della soddisfazione del cliente 125
Warping influence on the static design of unbraced steel storage pallet racks 125
Perforated TWCF steel beam-columns: European design alternatives 125
I collegamenti: classificazione e modelli 124
Experimental analysis on the cyclic behaviour of beam-to-column joints in steel storage pallet racks 123
Proporzionamento delle strutture in acciaio aggiornato con NTC 2008 123
Seismic design criteria based on cumulative damage concepts 122
Experimental campaign on components of steel frames for elevators 120
Prediction of the Behaviour of Top-and-Seat Cleated Steel Beam-to-Column Connections under Cyclic Reversal Loading 120
Seismic performance of MR steel frames via Incremental Dynamic Analysis 120
Seismic Design of Grana Cheese Cold-Formed Steel Racks 118
Seismic behaviour of welded beam-to-columns joints: experimental and numerical analysis 117
Seismic behaviour of steel storage pallet racks 115
Il proporzionamento di costruzioni in acciaio 115
Proporzionamento di strutture in acciaio. Progettazione e verifiche semplificate secondo NTC 2018 115
Proporzionamento di elementi strutturali: fondamenti di teoria e progetto delle costruzioni 113
Comportamento sismico di scaffalature industriali in acciaio 112
Totale 18.988
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Categoria #
all - tutte 55.574
article - articoli 29.520
book - libri 6.507
conference - conferenze 17.399
curatela - curatele 0
other - altro 0
patent - brevetti 45
selected - selezionate 0
volume - volumi 2.103
Totale 111.148
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022961 0 101 117 80 125 58 37 75 40 59 94 175
2022/20231.611 135 82 47 122 161 220 45 148 257 178 152 64
2023/20242.361 77 169 284 408 393 387 144 133 47 91 32 196
2024/20253.019 84 67 107 155 436 241 128 267 488 188 412 446
2025/20269.269 1.224 1.465 509 750 612 441 1.368 534 593 825 333 615
2026/2027424 339 85 0 0 0 0 0 0 0 0 0 0
Totale 22.127