IRIS
MARINO, EDOARDO MICHELE
 Distribuzione geografica
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Continente #
NA - Nord America 5.405
EU - Europa 2.711
AS - Asia 1.835
SA - Sud America 342
AF - Africa 205
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 4
Totale 10.510
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Nazione #
US - Stati Uniti d'America 5.202
SG - Singapore 1.006
IT - Italia 999
IE - Irlanda 745
CN - Cina 708
UA - Ucraina 452
BR - Brasile 311
CA - Canada 192
RU - Federazione Russa 161
CI - Costa d'Avorio 128
FR - Francia 60
SE - Svezia 47
SN - Senegal 40
GB - Regno Unito 38
FI - Finlandia 37
DE - Germania 33
NL - Olanda 30
CH - Svizzera 24
GR - Grecia 19
NG - Nigeria 18
AT - Austria 17
VN - Vietnam 17
UZ - Uzbekistan 14
HK - Hong Kong 13
IN - India 13
IQ - Iraq 11
PL - Polonia 10
MX - Messico 9
AR - Argentina 7
BG - Bulgaria 7
ES - Italia 7
AU - Australia 6
ID - Indonesia 6
IR - Iran 6
JP - Giappone 6
BE - Belgio 5
EC - Ecuador 5
LB - Libano 5
TR - Turchia 5
UY - Uruguay 5
DZ - Algeria 4
MA - Marocco 4
PE - Perù 4
PK - Pakistan 4
PY - Paraguay 4
ZA - Sudafrica 4
AE - Emirati Arabi Uniti 3
CO - Colombia 3
EU - Europa 3
HR - Croazia 3
KE - Kenya 3
RO - Romania 3
AM - Armenia 2
BD - Bangladesh 2
BY - Bielorussia 2
CZ - Repubblica Ceca 2
KG - Kirghizistan 2
MK - Macedonia 2
NZ - Nuova Zelanda 2
PT - Portogallo 2
TH - Thailandia 2
TN - Tunisia 2
AL - Albania 1
AZ - Azerbaigian 1
BO - Bolivia 1
CL - Cile 1
EG - Egitto 1
GA - Gabon 1
GE - Georgia 1
GL - Groenlandia 1
HU - Ungheria 1
IL - Israele 1
JM - Giamaica 1
JO - Giordania 1
KZ - Kazakistan 1
LT - Lituania 1
LU - Lussemburgo 1
MN - Mongolia 1
NO - Norvegia 1
NP - Nepal 1
PH - Filippine 1
PS - Palestinian Territory 1
RS - Serbia 1
SA - Arabia Saudita 1
VE - Venezuela 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 10.510
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Città #
Santa Clara 1.222
Dublin 736
Chandler 690
Singapore 544
Jacksonville 502
Houston 342
Boardman 273
Nanjing 193
Andover 187
Lawrence 185
Cambridge 181
Catania 175
Civitanova Marche 163
Chicago 152
Toronto 147
Abidjan 128
Des Moines 111
Ashburn 97
Wilmington 76
San Mateo 71
Council Bluffs 58
Nanchang 54
Shenyang 51
Hebei 50
Redmond 44
Saint Petersburg 41
Dakar 40
Changsha 38
Ottawa 36
Jiaxing 33
Tianjin 31
Helsinki 25
Rome 25
Beijing 21
Falls Church 21
Palermo 21
Amsterdam 20
São Paulo 20
Milazzo 19
Abuja 18
Seattle 17
Dong Ket 16
Naples 15
Guangzhou 14
Messina 14
Zhengzhou 14
Belo Horizonte 13
Bologna 13
Turin 13
Hong Kong 12
Lappeenranta 12
Liberty Lake 12
Los Angeles 12
Milan 12
Perugia 12
Tremestieri Etneo 11
Moscow 10
Vienna 10
Aci Castello 9
Ciampino 9
Genoa 9
Jinan 9
Paris 9
Rio de Janeiro 9
Shanghai 9
Taizhou 9
Aci Catena 8
Athens 8
Munich 8
Pune 8
Rho 8
Biancavilla 7
Den Haag 7
Kunming 7
New York 7
The Dalles 7
Trecastelli 7
Baghdad 6
Hangzhou 6
Norwalk 6
Salerno 6
Washington 6
Ann Arbor 5
Brasília 5
Cercola 5
Changchun 5
Curitiba 5
Duncan 5
Lentini 5
Nanto 5
Princeton 5
Surabaya 5
Assago 4
Caltanissetta 4
Campinas 4
Goiânia 4
Grammichele 4
Gravina di Catania 4
Lima 4
Maceió 4
Totale 7.339
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Nome #
Influence of nonlinear modeling on capacity assessment of RC framed structures 185
Seismic performance and new design procedure for chevron braced frames 148
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 131
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 114
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 109
Achieving a more effective concentric braced frame by the double-stage yield BRB 98
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 94
A capacity design procedure for columns of steel structures with diagonals braces 89
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 89
Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint 89
e-SAFE: energy and seismic affordable renovation solutions for the decarbonisation and seismic safety of the EU building stock 87
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 82
Dispositivo di connessione dissipativa per pannelli in legno a strati incrociati 81
A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8 78
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 78
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 77
Metodologia per lo sviluppo di un sistema di supporto decisionale per la riqualificazione sismica ed energetica di edifici a struttura intelaiata 77
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 75
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 75
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 73
A design procedure for seismic upgrading of existing RC frames by BRBs 73
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 73
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 72
Influence of link models in the assessment of the seismic response of multi-storey EBFs 72
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 72
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 72
A design procedure for pin‐supported rocking buckling‐restrained braced frames 72
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 71
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 71
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 69
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 69
Improvement of the model proposed by Menegotto and Pinto for steel 69
Decision Support System for the Sustainable Seismic and Energy Renovation of Buildings: Methodological Layout 69
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 69
Tesi di dottorato: Comportamento sismico e criteri di progettazione di edifici multipiano irregolari in pianta 68
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 68
A design procedure for steel frames with rigid connections 67
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 67
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 66
Il “displacement based design” e la progettazione globale di telai in acciaio 66
A database for assisted assessment of torsional response of in-plan irregular buildings 66
Modelling of steel link beams of short, intermediate or long length 66
Valutazione speditiva della vulnerabilità sismica finalizzataalla riqualificazione degli edifici 65
Seismic performance assessment of old frame-wall buildings in Lisbon 64
Cyclic pushover analysis for seismic assessment of steel MRFs 64
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 63
An analytical approach for the evaluation of the in-plan irregularity of real buildings 63
Seismic upgrading of typical Italian existing RC frames by BRBs 63
Staggered coordination in substructure online hybrid test on a RC frame retrofitted by BRBs 63
Comparison of nonlinear static methods for the assessment of asymmetric buildings 62
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 62
Exact evaluation of the location of the optimum torsion axis 61
A simple procedure to design steel frames to fail in global mode 61
A simple procedure to design steel frames to fail in global mode 61
Impatto delle Norme Tecniche per le Costruzioni sulla resistenza sismica dei telai in acciaio 60
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 60
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 60
Effect of the DYB on the seismic response of steel concentric bracings 59
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 59
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 58
Seismic behaviour of EBFs coupled to moment resisting frames 58
A Seismic Design Method for High Ductility Steel Frames 58
A unitary approach for the design of concentrically braced frames 58
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 58
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 58
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 56
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 56
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 56
Analytical and numerical determination of the exact location of the optimum torsion axis 56
Design method and behaviour factor for steel frames with buckling restrained braces 56
An analytical approach for the evaluation of in-plan irregularity of real buildings 56
Critical review of the EC8 design provisions for buildings with eccentric braces 56
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 56
Verifica e progetto di aste in acciaio 55
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 55
Previsione della risposta sismica a collasso di telai con controventi concentrici 55
Seismic design and performance of dual structures with BRBs and semi-rigid connections 55
Integrated and sustainable renovation of RC framed buildings through a new timber-based envelope technology 55
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 55
Design of BRBs for seismic upgrading of existing r.c.frames 54
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 54
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 54
MECHANICAL CHARACTERIZATION OF ENERGY DISSIPATION DEVICES IN RETROFIT SOLUTION OF REINFORCED CONCRETE FRAMES COUPLED WITH SOLID WOOD PANELS 54
Development of a Minimal-Disturbance Rehabilitation System for Sustaining Bidirectional Loading 54
Seismic upgrading of RC buildings by rocking walls and viscous dampers 54
Design for seismic upgrading of existing RC frames by friction dampers 54
An alternative approach for the design of chevron-braced frames 54
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 53
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 53
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 53
Proposta e validazione di un procedimento statico non lineare per la progettazione di strutture antisismiche ad elevata duttilità 53
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 53
Relevance of torsional effects on the seismic assessment of an old RC frame-wall building in Lisbon 53
Progetto e-SAFE: riqualificazione sismica ed energetica mediante pannelli prefabbricati in legno 53
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 52
Fattore di struttura per telai con controventi ad instabilità impedita 52
Analogie e differenze nel progetto di telai in cemento armato secondo il D. M. 14/09/2005 ed il D. M. 09/01/1996 51
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 51
Behavior factor of dual systems with BRBs and semi-rigid connections 51
Corrective Eccentricities for the Evaluation of the Seismic Response of One- Storey Asymmetric Systems by Nonlinear Static Analysis 51
Totale 6.743
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Categoria #
all - tutte 40.151
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 40.151
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020208 0 0 0 0 0 0 0 0 0 0 110 98
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
2024/20253.535 8 464 221 292 979 563 121 162 333 375 17 0
Totale 10.940