IRIS
MARINO, EDOARDO MICHELE
 Distribuzione geografica
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Continente #
NA - Nord America 5.660
EU - Europa 2.789
AS - Asia 2.054
SA - Sud America 458
AF - Africa 217
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 4
Totale 11.190
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Nazione #
US - Stati Uniti d'America 5.437
SG - Singapore 1.070
IT - Italia 1.026
CN - Cina 801
IE - Irlanda 745
UA - Ucraina 453
BR - Brasile 422
CA - Canada 203
RU - Federazione Russa 168
CI - Costa d'Avorio 128
FR - Francia 62
GB - Regno Unito 55
SE - Svezia 49
FI - Finlandia 42
SN - Senegal 40
DE - Germania 37
NL - Olanda 31
CH - Svizzera 24
KR - Corea 22
VN - Vietnam 22
GR - Grecia 19
AT - Austria 18
IN - India 18
NG - Nigeria 18
UZ - Uzbekistan 17
MX - Messico 15
PL - Polonia 15
HK - Hong Kong 13
IQ - Iraq 13
JP - Giappone 11
ES - Italia 10
TR - Turchia 10
ZA - Sudafrica 10
AR - Argentina 8
BD - Bangladesh 8
BG - Bulgaria 8
AE - Emirati Arabi Uniti 6
AU - Australia 6
EC - Ecuador 6
ID - Indonesia 6
IR - Iran 6
KE - Kenya 6
LB - Libano 6
MA - Marocco 6
UY - Uruguay 6
BE - Belgio 5
DZ - Algeria 5
PK - Pakistan 5
CO - Colombia 4
PE - Perù 4
PY - Paraguay 4
EU - Europa 3
HR - Croazia 3
RO - Romania 3
AM - Armenia 2
AZ - Azerbaigian 2
BY - Bielorussia 2
CZ - Repubblica Ceca 2
JM - Giamaica 2
JO - Giordania 2
KG - Kirghizistan 2
LT - Lituania 2
MK - Macedonia 2
NP - Nepal 2
NZ - Nuova Zelanda 2
PT - Portogallo 2
RS - Serbia 2
TH - Thailandia 2
TN - Tunisia 2
VE - Venezuela 2
AL - Albania 1
BB - Barbados 1
BH - Bahrain 1
BO - Bolivia 1
CL - Cile 1
EG - Egitto 1
GA - Gabon 1
GE - Georgia 1
GL - Groenlandia 1
HN - Honduras 1
HU - Ungheria 1
IL - Israele 1
KZ - Kazakistan 1
LU - Lussemburgo 1
MN - Mongolia 1
NO - Norvegia 1
PH - Filippine 1
PS - Palestinian Territory 1
SA - Arabia Saudita 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 11.190
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Città #
Santa Clara 1.227
Dublin 736
Chandler 690
Singapore 608
Jacksonville 502
Houston 344
Boardman 273
Nanjing 193
Andover 187
Lawrence 185
Cambridge 181
Catania 179
Civitanova Marche 163
Chicago 156
Toronto 148
Abidjan 128
Des Moines 111
Ashburn 108
Wilmington 76
San Mateo 71
Beijing 61
Council Bluffs 58
Hefei 54
Nanchang 54
Shenyang 51
Hebei 50
The Dalles 50
Columbus 46
Redmond 44
Saint Petersburg 41
Dakar 40
Changsha 38
Ottawa 36
Jiaxing 33
Tianjin 31
São Paulo 27
Helsinki 25
Rome 25
Seoul 22
Amsterdam 21
Falls Church 21
Palermo 21
Milazzo 19
Abuja 18
Los Angeles 17
New York 17
Seattle 17
Dong Ket 16
Naples 16
Belo Horizonte 15
Bologna 15
Guangzhou 14
Messina 14
Zhengzhou 14
Lappeenranta 13
Milan 13
Turin 13
Hong Kong 12
Liberty Lake 12
Munich 12
Perugia 12
Tremestieri Etneo 11
Vienna 11
Boston 10
Moscow 10
Paris 10
Aci Castello 9
Brooklyn 9
Ciampino 9
Genoa 9
Jinan 9
Rio de Janeiro 9
San Francisco 9
Shanghai 9
Taizhou 9
Aci Catena 8
Athens 8
Baghdad 8
Boscoreale 8
Pune 8
Rho 8
Biancavilla 7
Brasília 7
Curitiba 7
Den Haag 7
Kunming 7
Phoenix 7
Porto Alegre 7
Trecastelli 7
Washington 7
Goiânia 6
Hangzhou 6
Norwalk 6
Salerno 6
Tashkent 6
Tokyo 6
Warsaw 6
Ann Arbor 5
Betim 5
Campinas 5
Totale 7.695
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Nome #
Influence of nonlinear modeling on capacity assessment of RC framed structures 188
Seismic performance and new design procedure for chevron braced frames 151
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 134
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 116
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 116
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 101
Achieving a more effective concentric braced frame by the double-stage yield BRB 101
A capacity design procedure for columns of steel structures with diagonals braces 94
Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint 92
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 91
e-SAFE: energy and seismic affordable renovation solutions for the decarbonisation and seismic safety of the EU building stock 89
Dispositivo di connessione dissipativa per pannelli in legno a strati incrociati 86
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 85
A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8 84
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 82
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 81
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 81
Metodologia per lo sviluppo di un sistema di supporto decisionale per la riqualificazione sismica ed energetica di edifici a struttura intelaiata 80
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 79
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 78
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 76
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 76
Influence of link models in the assessment of the seismic response of multi-storey EBFs 76
A design procedure for seismic upgrading of existing RC frames by BRBs 76
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 76
A design procedure for pin‐supported rocking buckling‐restrained braced frames 76
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 75
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 75
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 75
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 74
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 74
Improvement of the model proposed by Menegotto and Pinto for steel 74
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 72
Decision Support System for the Sustainable Seismic and Energy Renovation of Buildings: Methodological Layout 72
Il “displacement based design” e la progettazione globale di telai in acciaio 71
A design procedure for steel frames with rigid connections 71
A database for assisted assessment of torsional response of in-plan irregular buildings 71
Modelling of steel link beams of short, intermediate or long length 71
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 71
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 70
Tesi di dottorato: Comportamento sismico e criteri di progettazione di edifici multipiano irregolari in pianta 69
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 69
Cyclic pushover analysis for seismic assessment of steel MRFs 69
Valutazione speditiva della vulnerabilità sismica finalizzataalla riqualificazione degli edifici 68
Exact evaluation of the location of the optimum torsion axis 67
Comparison of nonlinear static methods for the assessment of asymmetric buildings 67
An analytical approach for the evaluation of the in-plan irregularity of real buildings 66
A simple procedure to design steel frames to fail in global mode 66
Seismic performance assessment of old frame-wall buildings in Lisbon 66
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 65
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 65
Staggered coordination in substructure online hybrid test on a RC frame retrofitted by BRBs 65
A simple procedure to design steel frames to fail in global mode 64
Seismic upgrading of typical Italian existing RC frames by BRBs 64
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 64
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 63
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 63
A Seismic Design Method for High Ductility Steel Frames 63
Effect of the DYB on the seismic response of steel concentric bracings 63
Impatto delle Norme Tecniche per le Costruzioni sulla resistenza sismica dei telai in acciaio 62
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 62
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 62
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 62
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 61
A unitary approach for the design of concentrically braced frames 60
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 59
Seismic behaviour of EBFs coupled to moment resisting frames 59
Design method and behaviour factor for steel frames with buckling restrained braces 59
An analytical approach for the evaluation of in-plan irregularity of real buildings 59
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 59
Seismic design and performance of dual structures with BRBs and semi-rigid connections 59
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 58
Analytical and numerical determination of the exact location of the optimum torsion axis 58
Critical review of the EC8 design provisions for buildings with eccentric braces 58
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 58
Seismic upgrading of RC buildings by rocking walls and viscous dampers 58
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 57
Previsione della risposta sismica a collasso di telai con controventi concentrici 57
Development of a Minimal-Disturbance Rehabilitation System for Sustaining Bidirectional Loading 57
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 57
Integrated and sustainable renovation of RC framed buildings through a new timber-based envelope technology 57
Design for seismic upgrading of existing RC frames by friction dampers 57
Verifica e progetto di aste in acciaio 56
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 56
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 56
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 56
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 56
MECHANICAL CHARACTERIZATION OF ENERGY DISSIPATION DEVICES IN RETROFIT SOLUTION OF REINFORCED CONCRETE FRAMES COUPLED WITH SOLID WOOD PANELS 56
Energy, Seismic, and Architectural Renovation of RC Framed Buildings with Prefabricated Timber Panels 56
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 56
Progetto e-SAFE: riqualificazione sismica ed energetica mediante pannelli prefabbricati in legno 56
Design of BRBs for seismic upgrading of existing r.c.frames 55
Preliminary validation of a multimodal adaptive procedure 55
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 55
Proposta e validazione di un procedimento statico non lineare per la progettazione di strutture antisismiche ad elevata duttilità 55
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 55
An alternative approach for the design of chevron-braced frames 55
Application potentials of a 3D exoskeleton technology combined with prefabricated panels to renovate the modern building stock 54
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 54
Behavior factor of dual systems with BRBs and semi-rigid connections 54
Totale 7.078
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Categoria #
all - tutte 43.319
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 43.319
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021902 1 84 111 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
2025/2026109 109 0 0 0 0 0 0 0 0 0 0 0
Totale 11.620