IRIS
MARINO, EDOARDO MICHELE
 Distribuzione geografica
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Continente #
NA - Nord America 7.489
EU - Europa 2.889
AS - Asia 2.592
SA - Sud America 661
AF - Africa 383
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 4
Totale 14.026
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Nazione #
US - Stati Uniti d'America 7.230
SG - Singapore 1.166
IT - Italia 1.051
CN - Cina 1.022
IE - Irlanda 745
BR - Brasile 592
UA - Ucraina 458
CI - Costa d'Avorio 263
CA - Canada 221
RU - Federazione Russa 171
VN - Vietnam 104
GB - Regno Unito 76
KR - Corea 75
FR - Francia 65
SE - Svezia 54
FI - Finlandia 44
DE - Germania 40
SN - Senegal 40
IN - India 36
NL - Olanda 36
HK - Hong Kong 28
CH - Svizzera 27
MX - Messico 26
ZA - Sudafrica 24
IQ - Iraq 23
PL - Polonia 23
BD - Bangladesh 22
AT - Austria 20
ES - Italia 20
NG - Nigeria 20
GR - Grecia 19
AR - Argentina 18
UZ - Uzbekistan 17
EC - Ecuador 15
JP - Giappone 15
ID - Indonesia 13
TR - Turchia 13
AE - Emirati Arabi Uniti 8
BG - Bulgaria 8
KE - Kenya 8
MA - Marocco 8
PK - Pakistan 8
PY - Paraguay 8
UY - Uruguay 8
CO - Colombia 7
AU - Australia 6
BE - Belgio 6
DZ - Algeria 6
IR - Iran 6
LB - Libano 6
LT - Lituania 6
PE - Perù 5
TN - Tunisia 5
HN - Honduras 4
JM - Giamaica 4
TH - Thailandia 4
VE - Venezuela 4
CL - Cile 3
EG - Egitto 3
EU - Europa 3
HR - Croazia 3
NP - Nepal 3
PH - Filippine 3
RO - Romania 3
SA - Arabia Saudita 3
AM - Armenia 2
AZ - Azerbaigian 2
BB - Barbados 2
BY - Bielorussia 2
CZ - Repubblica Ceca 2
ET - Etiopia 2
GA - Gabon 2
IL - Israele 2
JO - Giordania 2
KG - Kirghizistan 2
MK - Macedonia 2
MY - Malesia 2
NZ - Nuova Zelanda 2
PT - Portogallo 2
RS - Serbia 2
AL - Albania 1
BH - Bahrain 1
BO - Bolivia 1
GE - Georgia 1
GH - Ghana 1
GL - Groenlandia 1
GT - Guatemala 1
HU - Ungheria 1
KZ - Kazakistan 1
LU - Lussemburgo 1
LY - Libia 1
MN - Mongolia 1
NO - Norvegia 1
PS - Palestinian Territory 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 14.026
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Città #
Dallas 1.496
Santa Clara 1.240
Dublin 736
Chandler 690
Singapore 667
Jacksonville 502
Houston 348
Boardman 273
Abidjan 263
Nanjing 193
Andover 187
Catania 187
Lawrence 185
Cambridge 181
Ashburn 169
Chicago 165
Civitanova Marche 163
Hefei 152
Toronto 151
Beijing 117
Des Moines 111
Council Bluffs 78
Wilmington 76
Seoul 73
San Mateo 71
Nanchang 54
Shenyang 51
Hebei 50
The Dalles 50
Columbus 48
Los Angeles 45
Redmond 44
São Paulo 44
Saint Petersburg 41
Dakar 40
Changsha 38
Ottawa 36
Ho Chi Minh City 33
Jiaxing 33
Tianjin 31
Rome 28
Hong Kong 27
Helsinki 25
Amsterdam 23
New York 23
Falls Church 21
Palermo 21
Belo Horizonte 19
Milazzo 19
Abuja 18
Brooklyn 18
Hanoi 18
Naples 17
Phoenix 17
Seattle 17
Boston 16
Dong Ket 16
Bologna 15
Lappeenranta 15
Milan 15
Guangzhou 14
Messina 14
San Francisco 14
Warsaw 14
Zhengzhou 14
Brasília 13
Tremestieri Etneo 13
Turin 13
Johannesburg 12
Liberty Lake 12
Montreal 12
Munich 12
Perugia 12
Rio de Janeiro 12
Vienna 12
Baghdad 11
Curitiba 10
Moscow 10
Paris 10
Shanghai 10
Tokyo 10
Aci Castello 9
Ciampino 9
Genoa 9
Jinan 9
Pune 9
Redondo Beach 9
Taizhou 9
Aci Catena 8
Athens 8
Boscoreale 8
Chennai 8
Goiânia 8
Mexico City 8
Rho 8
Biancavilla 7
Campinas 7
Charlotte 7
Den Haag 7
Dhaka 7
Totale 9.908
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Nome #
Influence of nonlinear modeling on capacity assessment of RC framed structures 196
Seismic performance and new design procedure for chevron braced frames 161
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 141
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 128
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 127
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 125
A capacity design procedure for columns of steel structures with diagonals braces 121
Achieving a more effective concentric braced frame by the double-stage yield BRB 116
e-SAFE: energy and seismic affordable renovation solutions for the decarbonisation and seismic safety of the EU building stock 111
A design procedure for pin‐supported rocking buckling‐restrained braced frames 109
A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8 105
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 105
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 104
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 104
A design procedure for seismic upgrading of existing RC frames by BRBs 103
Metodologia per lo sviluppo di un sistema di supporto decisionale per la riqualificazione sismica ed energetica di edifici a struttura intelaiata 103
Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint 100
A database for assisted assessment of torsional response of in-plan irregular buildings 100
Dispositivo di connessione dissipativa per pannelli in legno a strati incrociati 100
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 99
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 98
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 97
Application potentials of a 3D exoskeleton technology combined with prefabricated panels to renovate the modern building stock 96
Preface 96
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 96
A design procedure for steel frames with rigid connections 94
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 94
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 93
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 92
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 91
Influence of link models in the assessment of the seismic response of multi-storey EBFs 89
A simple procedure to design steel frames to fail in global mode 89
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 89
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 88
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 88
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 86
Application potentials of a 3D exoskeleton technology to renovate the modern building stock 85
A sub-assembly based technique for calibration of numerical models of infilled r.c. frames according to experimental tests 85
Decision Support System for the Sustainable Seismic and Energy Renovation of Buildings: Methodological Layout 85
Valutazione speditiva della vulnerabilità sismica finalizzataalla riqualificazione degli edifici 85
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 84
A simple procedure to design steel frames to fail in global mode 84
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 84
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 83
Il “displacement based design” e la progettazione globale di telai in acciaio 83
A Seismic Design Method for High Ductility Steel Frames 83
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 83
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 82
Cyclic pushover analysis for seismic assessment of steel MRFs 82
Modelling of steel link beams of short, intermediate or long length 81
Exact evaluation of the location of the optimum torsion axis 80
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 80
Tesi di dottorato: Comportamento sismico e criteri di progettazione di edifici multipiano irregolari in pianta 80
An analytical approach for the evaluation of the in-plan irregularity of real buildings 79
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 79
Optimal design of the connection between RC slab and precast pre-stressed beam to column joint 78
Improvement of the model proposed by Menegotto and Pinto for steel 78
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 78
Verifica e progetto di aste in acciaio 77
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 77
Integrated and sustainable renovation of RC framed buildings through a new timber-based envelope technology 77
Comparison of nonlinear static methods for the assessment of asymmetric buildings 76
A unitary approach for the design of concentrically braced frames 76
Effect of the DYB on the seismic response of steel concentric bracings 75
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 74
Seismic performance assessment of old frame-wall buildings in Lisbon 74
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 74
An alternative approach for the design of chevron-braced frames 74
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 73
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 73
Seismic upgrading of typical Italian existing RC frames by BRBs 73
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 73
Behavior factor of dual systems with BRBs and semi-rigid connections 72
Staggered coordination in substructure online hybrid test on a RC frame retrofitted by BRBs 72
Design for seismic upgrading of existing RC frames by friction dampers 70
Progetto e-SAFE: riqualificazione sismica ed energetica mediante pannelli prefabbricati in legno 70
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 70
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 69
MECHANICAL CHARACTERIZATION OF ENERGY DISSIPATION DEVICES IN RETROFIT SOLUTION OF REINFORCED CONCRETE FRAMES COUPLED WITH SOLID WOOD PANELS 69
Energy, Seismic, and Architectural Renovation of RC Framed Buildings with Prefabricated Timber Panels 69
Experimental Cyclic Response of a Novel Friction Connection for Seismic Retrofitting of RC Buildings with CLT Panels 69
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 68
Analytical and numerical determination of the exact location of the optimum torsion axis 68
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 68
Seismic design and performance of dual structures with BRBs and semi-rigid connections 68
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 68
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 68
Design of BRBs for seismic upgrading of existing r.c.frames 67
Preliminary validation of a multimodal adaptive procedure 67
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 67
Critical review of the EC8 design provisions for buildings with eccentric braces 67
Use of Autoclaved Aerated Concrete Walls for Deep Building Renovation 67
Impatto delle Norme Tecniche per le Costruzioni sulla resistenza sismica dei telai in acciaio 66
Relevance of torsional effects on the seismic assessment of an old RC frame-wall building in Lisbon 66
Modeling Marble Artworks: The Statue “Oceanus” by Giambologna 65
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 65
Design method and behaviour factor for steel frames with buckling restrained braces 65
An analytical approach for the evaluation of in-plan irregularity of real buildings 65
Development of a Minimal-Disturbance Rehabilitation System for Sustaining Bidirectional Loading 65
Seismic and Energy Retrofit of Apartment Buildings through Autoclaved Aerated Concrete (AAC) Blocks Infill Walls 65
Totale 8.576
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Categoria #
all - tutte 51.587
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 51.587
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021706 0 0 0 4 271 60 96 33 83 50 65 44
2021/20221.387 150 189 16 23 217 48 200 48 121 29 24 322
2022/20232.374 205 50 46 151 226 514 66 363 589 15 96 53
2023/2024899 53 108 44 56 45 163 26 79 6 29 188 102
2024/20254.106 8 464 221 292 979 563 121 162 333 375 264 324
2025/20262.945 512 401 1.650 382 0 0 0 0 0 0 0 0
Totale 14.456