CINECA IRIS Institutional Research Information System

MORELLI, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 6.227
EU - Europa 2.753
AS - Asia 2.310
SA - Sud America 445
AF - Africa 120
OC - Oceania 26
Continente sconosciuto - Info sul continente non disponibili 3
Totale 11.884
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Nazione #
US - Stati Uniti d'America 3.787
CA - Canada 2.412
IT - Italia 1.542
SG - Singapore 691
CN - Cina 687
HK - Hong Kong 410
BR - Brasile 355
DE - Germania 267
SE - Svezia 267
VN - Vietnam 174
BG - Bulgaria 124
FR - Francia 111
GB - Regno Unito 94
RU - Federazione Russa 68
NL - Olanda 55
TR - Turchia 50
CI - Costa d'Avorio 49
IN - India 49
FI - Finlandia 45
IR - Iran 40
AR - Argentina 35
KR - Corea 31
SN - Senegal 28
JP - Giappone 26
ID - Indonesia 25
LV - Lettonia 22
MX - Messico 19
NP - Nepal 18
PT - Portogallo 18
AT - Austria 17
BE - Belgio 16
CO - Colombia 16
PL - Polonia 16
EC - Ecuador 15
ES - Italia 15
UA - Ucraina 15
ZA - Sudafrica 15
NZ - Nuova Zelanda 14
SA - Arabia Saudita 13
AU - Australia 12
CH - Svizzera 12
PK - Pakistan 10
BD - Bangladesh 9
EE - Estonia 9
IL - Israele 9
PH - Filippine 9
VE - Venezuela 9
MY - Malesia 8
RO - Romania 8
AE - Emirati Arabi Uniti 7
CZ - Repubblica Ceca 7
IQ - Iraq 7
TH - Thailandia 7
GR - Grecia 6
MA - Marocco 6
SI - Slovenia 5
TW - Taiwan 5
BO - Bolivia 4
CL - Cile 4
ET - Etiopia 4
UZ - Uzbekistan 4
AZ - Azerbaigian 3
DZ - Algeria 3
KG - Kirghizistan 3
LK - Sri Lanka 3
LT - Lituania 3
LU - Lussemburgo 3
PE - Perù 3
PS - Palestinian Territory 3
PY - Paraguay 3
BJ - Benin 2
EG - Egitto 2
EU - Europa 2
HR - Croazia 2
IE - Irlanda 2
JM - Giamaica 2
JO - Giordania 2
KE - Kenya 2
KZ - Kazakistan 2
NG - Nigeria 2
NI - Nicaragua 2
PA - Panama 2
TN - Tunisia 2
AM - Armenia 1
BB - Barbados 1
BH - Bahrain 1
CG - Congo 1
CR - Costa Rica 1
DK - Danimarca 1
HN - Honduras 1
LB - Libano 1
LY - Libia 1
MW - Malawi 1
MZ - Mozambico 1
NO - Norvegia 1
OM - Oman 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
SY - Repubblica araba siriana 1
TG - Togo 1
Totale 11.882
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Città #
Montreal 2.335
Hong Kong 402
Singapore 402
Santa Clara 393
Ashburn 386
Woodbridge 343
Fairfield 295
Ann Arbor 234
Houston 194
Beijing 182
Chandler 181
Shanghai 176
Milan 163
Rome 161
Serra 137
New York 123
Sofia 123
Dallas 121
Seattle 117
Cambridge 114
Wilmington 111
Boardman 91
Los Angeles 88
Frankfurt am Main 66
Ottawa 59
Princeton 58
Bremen 57
Lawrence 56
Abidjan 49
Ho Chi Minh City 49
Munich 48
Lancaster 43
Lucca 38
Florence 36
Hefei 36
Des Moines 34
Pisa 34
São Paulo 33
Boulder 31
Medford 31
Marseille 29
Dakar 28
Buffalo 27
Hanoi 26
Düsseldorf 25
Genoa 25
Istanbul 25
Redondo Beach 25
Naples 24
Guangzhou 23
Nanjing 23
Seoul 23
Tokyo 21
Turku 18
Council Bluffs 16
Amsterdam 15
Bologna 15
Turin 15
Brussels 14
Redwood City 14
Dong Ket 13
Tagliacozzo 13
Brescia 12
Changsha 11
Kunming 11
Pavia 11
San Diego 11
Warsaw 11
Bari 10
Bogotá 10
Brooklyn 10
Norwalk 10
Toronto 10
Wuhan 10
Ankara 9
Chicago 9
Guimarães 9
Jacksonville 9
Livorno 9
Phoenix 9
Quanzhou 9
Tallinn 9
Caivano 8
Denver 8
Johannesburg 8
Kathmandu 8
Padova 8
Quito 8
Shenyang 8
Shenzhen 8
Stockholm 8
Aachen 7
Ancona 7
Brasília 7
Centro 7
Chieti 7
Curitiba 7
Nanchang 7
Napoli 7
Parma 7
Totale 8.421
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Nome #
Alcune considerazioni sull’evoluzione normativa dei carichi da traffico nella progettazione dei ponti stradali in Italia 3.132
Sicurezza e Resilienza delle Infrastrutture 321
Design and analysis of automated rack supported warehouses 286
SEISMIC RETROFIT OF AN INDUSTRIAL STRUCTURE THROUGH AN INNOVATIVE SELF-CENTERING HYSTERETIC DAMPER: MODELLING, ANALYSIS AND OPTIMIZATION 279
Post-seismic assessment of existing constructions: evaluation of the shakemaps for identifying exclusion zones in Emilia 250
Displacement based seismic design of steel moment resisting frame structures (DiSTEEL) 224
A macroseismic approach for the evaluation of the seismic risk 211
Multi-level approach for the assessment of bridge and viaducts within road networks 195
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area (INNO-HYCO) 194
An innovative seismic-resistant steel frame with reinforced concrete infill walls 176
Development, design and experimental validation of a steel self-centering device (SSCD) for seismic protection of buildings 173
Speedup of post earthquake community recovery: the case of precast industrial buildings after the Emilia 2012 earthquake 163
Evolution of Design Traffic Loads for Italian Road Bridges 162
Component-Based Model and Experimental Behavior of a Dissipative Steel Link for Hybrid Structures 158
Steel solutions for seismic retrofit and upgrade of existing constructions (Steelretro) 156
Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections 151
Structural Performance of an Innovative Composite Shear Wall System: Experimental Results 148
Experimental tests on real-scale EBF structures with horizontal and vertical links 148
PERFORMANCE-BASED NONLINEAR RESPONSE HISTORY ANALYSIS FRAMEWORK FOR THE “PROINDUSTRY” PROJECT CASE STUDIES 147
Seismic behavior of an industrial steel structure retrofitted with self-centering hysteretic dampers 146
An enhanced component based model for steel links in hybrid structures 145
Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls 145
Development of an asymmetric re-centering dissipative device 145
An enhanced component based model for steel connection in a hybrid coupled shear wall structure: Development, calibration and experimental validation 143
NONLINEAR ANALYSIS AND EXPERIMENTAL BEHAVIOUR OF AN INNOVATIVE STEEL FRAME WITH REINFORCED CONCRETE INFILL WALLS 141
Seismic behavior of steel structures equipped with steel self-centering devices (SSCD) 140
Efficiency of seismic isolation on industrial plants - Case study of a gas tank 135
Performance based earthquake assessment of an industrial gas filter structure 135
A new exclusion method for determining the not-to-assess structures based on post-earthquake seismological data. The case of the Emilia earthquake 132
Ground motions and scaling techniques for 3D performance based seismic assessment of an industrial steel structure 130
Dataset of the experimental behavior of an asymmetric self-centering dissipative device 126
Investigation of reinforced concrete bridges by using a dual-polarized high-frequency GPR 122
A risk-consistent approach to determine EN1998 behaviour factors for lateral load resisting systems 118
Laterally loaded single pile response considering the influence of suction and non-linear behaviour of reinforced concrete sections 117
Multilevel Approach for Management of Existing Bridges: Critical Analysis and Application of the Italian Guidelines with the New Operating Instructions 116
Seismic Protection of gas tanks 113
Mechanical model of steel frames with reinforced concrete infill walls 112
Seismic multi-level optimization of dissipative re-centering systems 111
Seismic Design of Automated Rack Supported Warehouses 108
Guidelines for Seismic Risk Classification of Constructions: procedures and example applications 107
The New Guidelines of Italian Ministry of Infrastructures for the Structural Risk Classification of Existing Bridges: Genesis, Examples of Application and Practical Considerations 106
Development of a macroseismic model for the seismic risk classification of existing buildings 102
The Structural Risk Assessment of Existing Bridges in Tuscany (Italy) a Quick Survey-Based Method 102
Studio e sviluppo di un dissipatore sismico isteretico autoricentrante in acciaio per la protezione sismica delle strutture 101
Influence of shear studs distribution on the mechanical behaviour of dissipative hybrid steel frames with r.c. infill walls 97
X-ray measure of tensile force in post-tensioned steel cables 95
Seismic protection of structures through an innovative steel-based self-centering hysteretic device: numerical analysis and tests 91
Experimental behavior of laser cut I-beam-to-CHS-column steel-concrete composite joints under vertical loads 91
On the seismic design and behavior of Automated Rack Supported Warehouses 90
Seismic Behavior of an Industrial Steel Structure Retrofitted with Steel Self- Centering Devices (SSCD) 90
Laser technology for innovative connections in steel construction: An overview of the project LASTEICON 89
Ottimizzazione di un sistema di protezione sismica dissipativo e ricentrante: approccio energetico multilivello 89
Comportamento sperimentale di elementi dissipativi in sistemi innovativi ibridi con muri accoppiati 87
Silicone bonded steel-glass joints under high temperature 87
A ductile seismic design strategy for the cross-aisle direction of racking systems 85
Progettazione basata sugli spostamenti di strutture intelaiate in acciaio con nodi rigidi a completo ripristino di resistenza 80
Performance based assessment of an industrial steel structure with scaled and unscaled ground motions 76
Assessment of the Residual Prestressing Force in Existing Bridges Through the X-ray Diffractometer 75
Seismic retrofit of industrial structures with inverted V bracings: influence of the seismic vertical component 73
Assessment of Inspection Procedures for Pre-stressed Concrete Bridges with Post-tensioned Cables 70
Numerical modelling of the monotonic behaviour of hybrid steel-concrete shear walls 69
SEISMIC RETROFIT OF INDUSTRIAL V BRACED STEEL STRUCTURES THROUGH ASYMMETRIC RE-CENTERING DISSIPATIVE DEVICES 68
Structural performance of automated multi-depth shuttle warehouses (AMSWs) under low-to-moderate seismic actions 68
Experimental behaviour of ductile diagonal connections for rack supported warehouses 67
A unified approach for fatigue detail categorization applied to rack structures 65
PRELIMINARY EXPERIMENTAL TESTS ON STEEL-CONCRETE HYBRID COUPLED WALL SUBCOMPONENTS 54
Influence of the Design Parameters on the Current Seismic Design Approach for Automated Rack Supported Warehouses 50
SEISMIC PERFORMANCE OF DISSIPATIVE AUTOMATED RACK SUPPORTED WAREHOUSES 49
A DESIGN PROPOSAL FOR DISSIPATIVE SEISMIC-RESISTANT AUTOMATED RACK SUPPORTED WAREHOUSES 48
Seismic behavior and nonlinear analysis of Hybrid Coupled Shear Walls 48
Seismic performance of hybrid coupled shear walls 46
Mitigation of the Seismic Impact on Storage Gas Tanks by Using Isolation System 45
EXPERIMENTAL BEHAVIOR OF DISSIPATIVE THIN-WALLED BRACINGS 44
Experimental behaviour of optimized hybrid coupled shear walls 43
Experimental validation of dissipative reduced-section thin walled diagonals for seismic-resistant Automated Rack Supported Warehouses 41
Seismic Behaviour of an Innovative Hybrid Coupled Wall System Investigated Through Cyclic Tests 40
Experimental validation of plastic ovalization strategy for seismic-resistant Automated Rack Supported Warehouses 39
Seismic Performance of Currently Designed Automated Rack Supported Warehouses 31
Rack supported warehouses with reduced-section diagonals for improved dissipative seismic behaviour 14
A new methodology for the multi-risk assessment of existing road tunnels 14
Enhancing High-Bay Warehouse Sustainability: High-Strength and Low-Carbon Steel for Weight, Cost, and CO2 Optimization 10
Totale 12.090
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Categoria #
all - tutte 29.441
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 29.441
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021362 0 0 0 0 0 37 36 48 71 67 26 77
2021/2022668 30 40 21 37 110 90 19 47 74 21 47 132
2022/20231.012 108 94 93 102 76 126 22 71 242 6 44 28
2023/20243.090 56 62 91 77 102 127 47 34 18 2.316 30 130
2024/20252.803 34 120 114 179 291 295 198 192 215 339 352 474
2025/20261.596 68 341 229 326 395 237 0 0 0 0 0 0
Totale 12.090