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

SIMONCELLI, MARCO
 Distribuzione geografica
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Continente #
NA - Nord America 6.141
EU - Europa 4.264
AS - Asia 3.688
SA - Sud America 822
AF - Africa 226
OC - Oceania 27
Continente sconosciuto - Info sul continente non disponibili 4
Totale 15.172
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Nazione #
US - Stati Uniti d'America 5.954
IT - Italia 1.413
RU - Federazione Russa 1.302
SG - Singapore 1.097
CN - Cina 1.009
BR - Brasile 635
VN - Vietnam 441
KR - Corea 252
GB - Regno Unito 198
FR - Francia 187
NL - Olanda 186
DE - Germania 179
JP - Giappone 170
AT - Austria 155
ES - Italia 138
HK - Hong Kong 135
CA - Canada 121
IE - Irlanda 112
MA - Marocco 110
IN - India 105
FI - Finlandia 90
TR - Turchia 88
SE - Svezia 79
ID - Indonesia 53
IR - Iran 52
AR - Argentina 48
BD - Bangladesh 40
MX - Messico 40
PH - Filippine 37
CL - Cile 36
PK - Pakistan 36
ZA - Sudafrica 33
UA - Ucraina 30
EC - Ecuador 29
IQ - Iraq 26
JO - Giordania 26
PT - Portogallo 26
BE - Belgio 23
PL - Polonia 22
PE - Perù 21
CO - Colombia 19
AU - Australia 18
CH - Svizzera 17
CI - Costa d'Avorio 17
RO - Romania 17
TW - Taiwan 16
EG - Egitto 15
MY - Malesia 14
PY - Paraguay 14
HU - Ungheria 13
DZ - Algeria 12
TH - Thailandia 12
UZ - Uzbekistan 12
VE - Venezuela 11
SA - Arabia Saudita 10
TN - Tunisia 10
BJ - Benin 9
DK - Danimarca 9
NZ - Nuova Zelanda 9
DO - Repubblica Dominicana 8
HR - Croazia 8
GR - Grecia 7
LT - Lituania 7
RS - Serbia 7
UY - Uruguay 7
AZ - Azerbaigian 6
IL - Israele 6
AE - Emirati Arabi Uniti 5
CZ - Repubblica Ceca 5
KE - Kenya 5
KZ - Kazakistan 5
LV - Lettonia 5
NO - Norvegia 5
CR - Costa Rica 4
LB - Libano 4
NP - Nepal 4
PS - Palestinian Territory 4
AL - Albania 3
CY - Cipro 3
HN - Honduras 3
KH - Cambogia 3
LU - Lussemburgo 3
MK - Macedonia 3
ML - Mali 3
NG - Nigeria 3
SY - Repubblica araba siriana 3
XK - ???statistics.table.value.countryCode.XK??? 3
AF - Afghanistan, Repubblica islamica di 2
BB - Barbados 2
BH - Bahrain 2
BO - Bolivia 2
BY - Bielorussia 2
EE - Estonia 2
ET - Etiopia 2
JM - Giamaica 2
LI - Liechtenstein 2
ME - Montenegro 2
OM - Oman 2
PA - Panama 2
PR - Porto Rico 2
Totale 15.146
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Città #
Ashburn 1.960
Singapore 614
San Jose 404
Chandler 273
Fairfield 254
Milan 252
Seoul 219
Santa Clara 195
Hefei 186
Moscow 174
Council Bluffs 162
Tokyo 158
The Dalles 157
Vienna 151
Woodbridge 144
Beijing 130
Wilmington 130
Houston 121
Ann Arbor 114
Boardman 114
Ho Chi Minh City 113
Seattle 103
Hanoi 102
Casablanca 97
Los Angeles 97
Hong Kong 93
Lauterbourg 90
Málaga 86
Cambridge 82
London 74
Dallas 72
Dublin 68
Dearborn 59
Helsinki 57
North Charleston 52
New York 51
Amsterdam 50
Lawrence 50
Rome 50
Trento 50
Frankfurt am Main 46
São Paulo 46
Menlo Park 44
Jakarta 41
Ottawa 40
Buffalo 37
Shanghai 37
Princeton 35
Redwood City 29
Dong Ket 28
Kent 28
San Diego 27
Izmir 26
Amman 25
Las Vegas 25
Redmond 25
Victoria 25
Changsha 24
Da Nang 24
Florence 24
Johannesburg 23
Medford 23
Cagliari 22
Nuremberg 22
Chicago 20
Modena 20
Naples 20
Orem 20
Belo Horizonte 19
Chennai 19
Berlin 18
Brussels 18
Concepción 18
Guangzhou 18
Basingstoke 17
Rio de Janeiro 17
Tehran 17
Bologna 16
Falkenstein 16
Pantin 16
Warsaw 16
Abidjan 15
Campinas 15
Irvine 15
Istanbul 15
Brasília 14
Hangzhou 14
Lima 14
Munich 14
Padova 14
Palo Alto 14
Pavia 14
Quito 14
Toronto 14
Turin 14
Phoenix 13
Taipei 13
Madrid 12
Montreal 12
Redondo Beach 12
Totale 8.701
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Nome #
Steel storage pallet racks in seismic zones: Advanced vs. standard design strategies 856
Characterization of existing steel racks via dynamic identification 639
Post-earthquake damage assessment of moment resisting steel frames 333
EXPERIMENTAL VS. THEORETICAL DESIGN APPROACHES FOR THIN-WALLED COLD-FORMED STEEL BEAM-COLUMNS 268
Design rules for steel portal frames according to EC3 and AISC360 provisions 249
An advanced design procedure for the safe use of steel storage pallet racks in seismic zones 244
DESIGN OF BUILT-UP MEMBERS WITH ANGLES 242
Design strategies of vibration mitigation systems for an existing suspended footbridge 230
Analisi statiche e di buckling con profili non bisimmetrici 228
BEAM-TO-COLUMN JOINTS FOR STEEL STORAGE RACKS: REFINED FINITE ELEMENT MODELS 227
An Exemplary Case Study of Post-WWII Reconstruction in Milan 214
VERIFICA DI STRUTTURE IN ACCIAIO ALCUNE CONSIDERAZIONI IN ACCORDO ALLE NTC 2018 214
Considerazioni sul dimensionamento di aste composte con angolari 214
EU and US design approaches for steel storage pallet racks with mono-symmetric cross-section uprights 209
CYCLIC RESPONSE OF BEAM-TO-UPRIGHT JOINTS IN STEEL FRAMES FOR ELEVATORS 208
ASSESSMENT OF THE RESIDUAL CAPACITY OF MR STEEL FRAMES VIA INCREMENTAL DYNAMIC ANALYSIS 204
ON THE INFLUENCE OF SHALLOW UNDERGROUND STRUCTURES IN THE EVALUATION OF THE SEISMIC SIGNALS 196
Pushover Analyses of Hand-Loaded Steel Storage Shelving Racks 195
Unbraced steel frame design according to EC3 and AISC provisions 188
Warping influence on the resistance of uprights in steel storage pallet racks 183
Unbraced pallet rack design in accordance with European practice- Part 2: Essential verification checks 182
SULLA VARIABILITÀ DEL MODULO ELASTICO NELL’ACCIAIO STRUTTURALE 182
MODEL TO DESIGN AND BUILD: THE AIRPLANES HANGARS OF PIER LUIGI NERVI 179
Simplified approaches to design medium-rise unbraced steel storage pallet racks. Part 1: elastic buckling analysis. 178
Performance of mono-symmetric upright pallet racks under slab deflections 174
INCREMENTAL DYNAMIC ANALYSIS FOR ASSESSING THE SEISMIC PERFORMANCE OF MOMENT RESISTING STEEL FRAMES 172
Resonance of steel wind turbines: Problems and solutions 172
An experimental investigation on solid and perforated steel storage racks uprights 169
HOLES INFLUENCE ON THE TORSIONAL RESPONSE OF THIN-WALLED MONO-SYMMETRIC CROSS-SECTION PROFILES 164
Innovative dissipative devices for increasing the seismic performance of steel storage pallet racks 163
European design approaches for isolated cold-formed thin-walled beam-columns with mono-symmetric cross-section 162
QUSDRA APPROACH: QUICK SEISMIC DESIGN OF STEEL STORAGE RACKS 162
Debonding strain for steel-concrete composite slabs with trapezoidal metal deck 158
European and United States approaches for steel storage pallet rack design. Part 2: Practical applications 155
DERRICK CRANE ROBUSTNESS SCENARIOS 154
DISSIPATIVE DEVICE MODELLING FOR STEEL STORAGE PALLET RACK 153
Advanced Seismic Design for Storage Pallet Rack Steel Frames 149
DESIGN STRATEGIES FOR COLD-FORMED BEAM-COLUMNS WITH REGULAR PERFORATIONS 148
Simplified approaches to design medium-rise unbraced steel storage pallet racks. Part 2: fundamental period estimates 148
PREDICTION OF THE TORSIONAL RESPONSE OF MONO-SYMMETRIC MEMBERS WITH REGULAR PERFORATION SYSTEMS 148
MAIN ASPECTS RELATED TO THE DESIGN OF STEEL WIND TURBINES 146
Unbraced pallet rack design in accordance with European practice- Part 1: Selection of the method of analysis 145
Rigid plastic analysis for the seismic performance evaluation of steel storage racks 143
Influence of floor deflections on the performance of steel storage pallet racks 140
The transformation matrix in the 7DOFs beam formulation 139
Enhancing Sustainability in Concrete Construction: Investigating the Benefits of Composite Slabs with Recycled Aggregates through Experimental Analysis 138
SEISMIC DAMAGE ASSESSMENT OF MOMENT RESISTING STEEL FRAMES WITH LOW CYCLE FATIGUE THEORY 138
The Airplane Hangars of Pier Luigi Nervi: Digital and Scaled Models 138
Analysis of Industrial Steel Storage Pallet Racks to Assess Sensitivity to Progressive Collapse 137
Strutture di Acciaio Circolare 21 gennaio 2019, n. 7 C.S.LL.PP. alcune considerazioni 137
Seismic devices for steel storage structures 136
Influence of rebars in HI-Bond Steel-Concrete composite slabs 135
DYNAMIC CHARACTERIZATION OF HAND-LOADED STEEL STORAGE RACKS 135
On the collapse of a post-tensioned reinforced concrete truss bridge during the construction phases 132
Evaluation of European approaches applied to design of TWCF steel members 132
A PROPOSAL TO IMPROVE THE TWCF STEEL MEMBER EUROPEAN DESIGN APPROACHES 132
A Testing Equipment for Seismic Studies of Steel Rack Frames 132
EXPERIMENTAL AND NUMERICAL INVESTIGATION ON ELEVATOR STEEL UPRIGHTS UNDER ECCENTRIC COMPRESSION 131
Seismic Performance Monitoring and Identification of Steel Storage Pallet Racks 131
Aspetti relativi alla modellazione numerica 130
Modal identification of storage racks for cheese wheels 124
DESIGN STRATEGIES FOR STEEL STORAGE RACKS IN SEISMIC ZONES 122
Perforated TWCF steel beam-columns: European design alternatives 121
FEM-Based Preliminary Design of a Vibration Monitoring System in the Context of Decommissioned and Reinstalled Wind Towers 120
THE NEW EDITION OF EUROCODE 3-1-1. Considerations on the evolution of cross-section classification 119
SARCOS project: Numerical Modeling of Composite Slabs with Recycled Aggregates 118
PERFORMANCE AND RESIDUAL LIFE OF MOMENT RESISTING STEEL FRAMES AFTER SEVERAL EARTHQUAKES 118
SCALING EFFECTS ON POST-FAILURE RESPONSES OF LAMINATED GLASS PLATES SUBJECTED TO OUT-OF-PLANE UNIFORM PRESSURE 116
Seismic Design of Grana Cheese Cold-Formed Steel Racks 115
Recent development on the seismic devices for steel storage structures 114
Torsional behaviour of thin‐walled members with regular perforation systems 114
Experimental campaign on components of steel frames for elevators 113
Intensity and location of corrosion on the reliability of a steel bridge 112
Tuned Mass Damper Design for Slender Masonry Structures: A Framework for Linear and Nonlinear Analysis 111
Post-failure behavior of 2-ply laminated glass plates with different interlayers 111
Environmental and Economic Analysis of Using Recycled Concrete Aggregates in Composite Steel-Concrete Slabs 110
Seismic performance of MR steel frames via Incremental Dynamic Analysis 110
STRUCTURAL ANALYSIS OF BUILT-UP MEMBERS WITH ANGLES 108
Static and dynamic responses of point-fixing laminated glass plates under out-of-plane loading 105
Fire Resistance of Steel Rack Frames: Assessment, Reinforcement and Collapse Mitigation Strategies 104
Experimental testing campaign and numerical modelling of an innovative base-plate connection for pallet racking systems 104
Overall response of 2-ply laminated glass plates under out-of-plane loading 100
Experimental Investigation on the Structural Performance of Steel-Concrete Composite Slabs Incorporating Recycled Aggregates from Construction and DemolitionWaste 100
STRUCTURAL BEHAVIOR OF STEEL STORAGE RACKS UNDER DIFFERENT FIRE SCENARIOS 99
Structural health monitoring of an onshore steel wind turbine 99
DESRACK project: Numerical Modelling of Beam-to-colum Joints with Dissipative Devices 97
Seismic Characterization of Chiller with Vibration Isolation Systems 94
Mechanical behavior of composite slabs with recycled concrete aggregates: A preliminary study 93
Identification of the dynamic response of storage racks: experiments and optimization 90
Explosion venting in dust collectors: A critical review of standards for reduced pressure and reaction force duration 85
Remote monitoring system for an onshore steel wind turbine 81
Caratterizzazione sismica di chiller isolati con sistemi anti-vibranti 62
MECHANICAL PERFORMANCE OF COMPOSITE SLABS WITH RECYCLED CONCRETE AGGREGATES: THE SARCOS PROJECT 60
A new logarithmic congestion model for vent sizing and reduced pressure prediction in baghouse dust collectors 55
DEFORMABILITY OF STEEL-CONCRETE COMPOSITE SLABS 55
Influence of localized corrosion on the structural behavior of an ancient iron bridge 47
Longitudinal shear behaviour in Recycled Aggregate Concrete Composite Slabs: A state-of-the-art review 34
Influence of Corrosion on the Structural Behavior of an Ancient Iron Bridge 28
Bimoment Influence on the Design of Steel Elements According to the European Standards 27
Finite element simulation of composite slabs with recycled concrete aggregates: collapse mechanisms and interface behaviour 24
Totale 15.259
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Categoria #
all - tutte 38.039
article - articoli 27.221
book - libri 0
conference - conferenze 10.437
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 381
Totale 76.078
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021223 0 0 0 0 0 0 0 0 0 86 46 91
2021/2022801 75 44 111 132 57 47 36 50 27 38 93 91
2022/20231.101 73 66 48 80 117 150 38 99 144 125 125 36
2023/20241.992 78 95 259 379 372 371 146 89 19 35 35 114
2024/20252.222 48 36 60 92 319 160 119 208 318 155 306 401
2025/20267.003 909 1.183 502 672 516 355 1.147 474 538 707 0 0
Totale 15.295