IRIS
MARINO, EDOARDO MICHELE
 Distribuzione geografica
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Continente #
NA - Nord America 6.045
EU - Europa 2.849
AS - Asia 2.402
SA - Sud America 524
AF - Africa 230
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 4
Totale 12.062
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Nazione #
US - Stati Uniti d'America 5.801
SG - Singapore 1.149
IT - Italia 1.036
CN - Cina 940
IE - Irlanda 745
BR - Brasile 479
UA - Ucraina 456
CA - Canada 217
RU - Federazione Russa 169
CI - Costa d'Avorio 128
KR - Corea 73
GB - Regno Unito 71
FR - Francia 64
SE - Svezia 53
FI - Finlandia 43
VN - Vietnam 43
DE - Germania 40
SN - Senegal 40
NL - Olanda 34
HK - Hong Kong 27
IN - India 27
CH - Svizzera 25
IQ - Iraq 22
ES - Italia 19
GR - Grecia 19
NG - Nigeria 19
PL - Polonia 19
AT - Austria 18
BD - Bangladesh 18
MX - Messico 18
UZ - Uzbekistan 17
ZA - Sudafrica 17
JP - Giappone 14
TR - Turchia 13
AR - Argentina 10
EC - Ecuador 9
ID - Indonesia 9
BG - Bulgaria 8
KE - Kenya 8
PK - Pakistan 7
UY - Uruguay 7
AE - Emirati Arabi Uniti 6
AU - Australia 6
IR - Iran 6
LB - Libano 6
MA - Marocco 6
BE - Belgio 5
DZ - Algeria 5
LT - Lituania 5
PY - Paraguay 5
CO - Colombia 4
PE - Perù 4
VE - Venezuela 4
EU - Europa 3
HR - Croazia 3
JM - Giamaica 3
NP - Nepal 3
RO - Romania 3
SA - Arabia Saudita 3
TH - Thailandia 3
TN - Tunisia 3
AM - Armenia 2
AZ - Azerbaigian 2
BB - Barbados 2
BY - Bielorussia 2
CZ - Repubblica Ceca 2
HN - Honduras 2
IL - Israele 2
JO - Giordania 2
KG - Kirghizistan 2
MK - Macedonia 2
NZ - Nuova Zelanda 2
PT - Portogallo 2
RS - Serbia 2
AL - Albania 1
BH - Bahrain 1
BO - Bolivia 1
CL - Cile 1
EG - Egitto 1
ET - Etiopia 1
GA - Gabon 1
GE - Georgia 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
PH - Filippine 1
PS - Palestinian Territory 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 12.062
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Città #
Santa Clara 1.239
Dublin 736
Chandler 690
Singapore 665
Jacksonville 502
Houston 344
Boardman 273
Nanjing 193
Andover 187
Lawrence 185
Catania 183
Cambridge 181
Dallas 178
Civitanova Marche 163
Chicago 162
Toronto 150
Hefei 143
Ashburn 138
Abidjan 128
Des Moines 111
Beijing 95
Council Bluffs 78
Wilmington 76
Seoul 73
San Mateo 71
Nanchang 54
Shenyang 51
Hebei 50
The Dalles 50
Columbus 48
Redmond 44
Saint Petersburg 41
Dakar 40
Changsha 38
Ottawa 36
Los Angeles 34
Jiaxing 33
São Paulo 33
Tianjin 31
Rome 27
Hong Kong 26
Helsinki 25
Amsterdam 23
Falls Church 21
Palermo 21
Milazzo 19
New York 19
Abuja 18
Seattle 17
Belo Horizonte 16
Brooklyn 16
Dong Ket 16
Naples 16
Bologna 15
Boston 15
Phoenix 15
Guangzhou 14
Lappeenranta 14
Messina 14
San Francisco 14
Zhengzhou 14
Milan 13
Turin 13
Liberty Lake 12
Munich 12
Perugia 12
Rio de Janeiro 12
Tremestieri Etneo 11
Vienna 11
Baghdad 10
Moscow 10
Paris 10
Warsaw 10
Aci Castello 9
Brasília 9
Ciampino 9
Curitiba 9
Genoa 9
Jinan 9
Montreal 9
Shanghai 9
Taizhou 9
Tokyo 9
Aci Catena 8
Athens 8
Boscoreale 8
Johannesburg 8
Pune 8
Rho 8
Biancavilla 7
Den Haag 7
Dhaka 7
Goiânia 7
Kunming 7
Mexico City 7
Nairobi 7
Porto Alegre 7
Stockholm 7
Trecastelli 7
Washington 7
Totale 8.273
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Nome #
Influence of nonlinear modeling on capacity assessment of RC framed structures 189
Seismic performance and new design procedure for chevron braced frames 152
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 137
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 119
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 117
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 107
Achieving a more effective concentric braced frame by the double-stage yield BRB 105
A capacity design procedure for columns of steel structures with diagonals braces 101
Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint 94
e-SAFE: energy and seismic affordable renovation solutions for the decarbonisation and seismic safety of the EU building stock 94
A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8 91
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 91
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 90
Dispositivo di connessione dissipativa per pannelli in legno a strati incrociati 90
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 88
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 87
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 87
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 85
Metodologia per lo sviluppo di un sistema di supporto decisionale per la riqualificazione sismica ed energetica di edifici a struttura intelaiata 85
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 83
A design procedure for seismic upgrading of existing RC frames by BRBs 83
A design procedure for pin‐supported rocking buckling‐restrained braced frames 83
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 83
A database for assisted assessment of torsional response of in-plan irregular buildings 81
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 81
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 80
A design procedure for steel frames with rigid connections 80
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 79
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 79
Influence of link models in the assessment of the seismic response of multi-storey EBFs 79
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 79
Exact evaluation of the location of the optimum torsion axis 77
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 77
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 77
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 77
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 77
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 76
Improvement of the model proposed by Menegotto and Pinto for steel 75
Modelling of steel link beams of short, intermediate or long length 75
Decision Support System for the Sustainable Seismic and Energy Renovation of Buildings: Methodological Layout 75
Il “displacement based design” e la progettazione globale di telai in acciaio 74
Tesi di dottorato: Comportamento sismico e criteri di progettazione di edifici multipiano irregolari in pianta 74
A simple procedure to design steel frames to fail in global mode 74
Application potentials of a 3D exoskeleton technology combined with prefabricated panels to renovate the modern building stock 73
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 73
Cyclic pushover analysis for seismic assessment of steel MRFs 73
Valutazione speditiva della vulnerabilità sismica finalizzataalla riqualificazione degli edifici 73
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 72
Comparison of nonlinear static methods for the assessment of asymmetric buildings 71
A simple procedure to design steel frames to fail in global mode 70
Seismic performance assessment of old frame-wall buildings in Lisbon 69
An analytical approach for the evaluation of the in-plan irregularity of real buildings 68
A Seismic Design Method for High Ductility Steel Frames 68
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 68
Optimal design of the connection between RC slab and precast pre-stressed beam to column joint 67
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 67
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 67
Application potentials of a 3D exoskeleton technology to renovate the modern building stock 66
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 66
Effect of the DYB on the seismic response of steel concentric bracings 66
Staggered coordination in substructure online hybrid test on a RC frame retrofitted by BRBs 66
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 66
A sub-assembly based technique for calibration of numerical models of infilled r.c. frames according to experimental tests 65
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 65
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 65
Seismic upgrading of typical Italian existing RC frames by BRBs 65
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 65
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 64
Impatto delle Norme Tecniche per le Costruzioni sulla resistenza sismica dei telai in acciaio 63
A unitary approach for the design of concentrically braced frames 63
Design method and behaviour factor for steel frames with buckling restrained braces 62
Seismic design and performance of dual structures with BRBs and semi-rigid connections 62
Previsione della risposta sismica a collasso di telai con controventi concentrici 61
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 61
Seismic behaviour of EBFs coupled to moment resisting frames 61
An analytical approach for the evaluation of in-plan irregularity of real buildings 61
Critical review of the EC8 design provisions for buildings with eccentric braces 61
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 61
Integrated and sustainable renovation of RC framed buildings through a new timber-based envelope technology 61
Design for seismic upgrading of existing RC frames by friction dampers 61
Progetto e-SAFE: riqualificazione sismica ed energetica mediante pannelli prefabbricati in legno 61
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 60
Analytical and numerical determination of the exact location of the optimum torsion axis 60
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 60
MECHANICAL CHARACTERIZATION OF ENERGY DISSIPATION DEVICES IN RETROFIT SOLUTION OF REINFORCED CONCRETE FRAMES COUPLED WITH SOLID WOOD PANELS 60
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 60
Energy, Seismic, and Architectural Renovation of RC Framed Buildings with Prefabricated Timber Panels 60
Seismic upgrading of RC buildings by rocking walls and viscous dampers 60
Verifica e progetto di aste in acciaio 59
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 59
Behavior factor of dual systems with BRBs and semi-rigid connections 59
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 59
Development of a Minimal-Disturbance Rehabilitation System for Sustaining Bidirectional Loading 59
Relevance of torsional effects on the seismic assessment of an old RC frame-wall building in Lisbon 59
An alternative approach for the design of chevron-braced frames 59
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 58
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 58
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 58
Analogie e differenze nel progetto di telai in cemento armato secondo il D. M. 14/09/2005 ed il D. M. 09/01/1996 58
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 58
Totale 7.507
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Categoria #
all - tutte 47.134
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 47.134
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021817 0 0 111 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
2025/2026981 512 401 68 0 0 0 0 0 0 0 0 0
Totale 12.492