IRIS
MARINO, EDOARDO MICHELE
 Distribuzione geografica
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Continente #
NA - Nord America 7.937
EU - Europa 4.066
AS - Asia 3.684
SA - Sud America 714
AF - Africa 406
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 4
Totale 16.820
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Nazione #
US - Stati Uniti d'America 7.654
SG - Singapore 2.030
RU - Federazione Russa 1.261
CN - Cina 1.128
IT - Italia 1.077
IE - Irlanda 745
BR - Brasile 627
UA - Ucraina 459
CI - Costa d'Avorio 263
CA - Canada 231
VN - Vietnam 175
GB - Regno Unito 93
KR - Corea 75
FR - Francia 65
SE - Svezia 61
FI - Finlandia 44
NL - Olanda 44
IN - India 41
DE - Germania 40
SN - Senegal 40
MX - Messico 37
PL - Polonia 33
ZA - Sudafrica 29
HK - Hong Kong 28
IQ - Iraq 28
CH - Svizzera 27
AR - Argentina 26
ES - Italia 26
JP - Giappone 25
BD - Bangladesh 24
IR - Iran 21
AT - Austria 20
NG - Nigeria 20
GR - Grecia 19
UZ - Uzbekistan 19
EC - Ecuador 17
ID - Indonesia 17
TR - Turchia 16
BJ - Benin 13
KE - Kenya 11
LT - Lituania 10
UY - Uruguay 10
AE - Emirati Arabi Uniti 9
MA - Marocco 9
PK - Pakistan 9
PY - Paraguay 9
BG - Bulgaria 8
CO - Colombia 8
PE - Perù 8
AU - Australia 6
BE - Belgio 6
DZ - Algeria 6
LB - Libano 6
MK - Macedonia 5
TN - Tunisia 5
BY - Bielorussia 4
CL - Cile 4
EG - Egitto 4
HN - Honduras 4
HR - Croazia 4
IL - Israele 4
JM - Giamaica 4
TH - Thailandia 4
VE - Venezuela 4
AZ - Azerbaigian 3
EU - Europa 3
NP - Nepal 3
NZ - Nuova Zelanda 3
PH - Filippine 3
RO - Romania 3
RS - Serbia 3
SA - Arabia Saudita 3
AM - Armenia 2
BB - Barbados 2
CR - Costa Rica 2
CZ - Repubblica Ceca 2
ET - Etiopia 2
GA - Gabon 2
JO - Giordania 2
KG - Kirghizistan 2
MY - Malesia 2
PT - Portogallo 2
AL - Albania 1
BH - Bahrain 1
BO - Bolivia 1
DM - Dominica 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
SK - Slovacchia (Repubblica Slovacca) 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 16.820
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Città #
Dallas 1.497
Santa Clara 1.247
Singapore 1.120
Dublin 736
Chandler 690
Moscow 511
Jacksonville 502
Houston 353
Ashburn 276
Boardman 273
Abidjan 263
Catania 195
Nanjing 193
Andover 187
Lawrence 185
Cambridge 181
Chicago 167
Civitanova Marche 163
Toronto 153
Hefei 152
Beijing 146
Des Moines 111
Los Angeles 97
Council Bluffs 78
Wilmington 76
Seoul 73
San Mateo 71
Ho Chi Minh City 59
São Paulo 57
Nanchang 54
San Jose 51
Shenyang 51
Hebei 50
The Dalles 50
Columbus 48
Redmond 44
Buffalo 43
New York 42
Saint Petersburg 41
Dakar 40
Changsha 38
Ottawa 36
Jiaxing 33
Tianjin 32
Hanoi 30
Amsterdam 29
Rome 29
Hong Kong 27
Helsinki 25
Brooklyn 24
Warsaw 24
Falls Church 21
Palermo 21
Boston 20
Orem 20
Phoenix 20
Tokyo 20
Belo Horizonte 19
Milazzo 19
Seattle 19
Abuja 18
Naples 17
Denver 16
Dong Ket 16
Johannesburg 16
Montreal 16
Bologna 15
Lappeenranta 15
Milan 15
Tehran 15
Baghdad 14
Guangzhou 14
Messina 14
San Francisco 14
Stockholm 14
Zhengzhou 14
Brasília 13
Cotonou 13
Tremestieri Etneo 13
Turin 13
Chennai 12
Liberty Lake 12
Munich 12
Perugia 12
Redondo Beach 12
Rio de Janeiro 12
Vienna 12
Atlanta 11
Poplar 11
Aci Catena 10
Curitiba 10
Manchester 10
Paris 10
Shanghai 10
Aci Castello 9
Ciampino 9
Genoa 9
Jinan 9
Mexico City 9
Pune 9
Totale 11.337
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Nome #
Influence of nonlinear modeling on capacity assessment of RC framed structures 204
Seismic performance and new design procedure for chevron braced frames 170
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 154
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 151
A capacity design procedure for columns of steel structures with diagonals braces 146
e-SAFE: energy and seismic affordable renovation solutions for the decarbonisation and seismic safety of the EU building stock 145
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 141
Achieving a more effective concentric braced frame by the double-stage yield BRB 140
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 137
A design procedure for pin‐supported rocking buckling‐restrained braced frames 135
A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8 130
Application potentials of a 3D exoskeleton technology combined with prefabricated panels to renovate the modern building stock 129
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 129
A database for assisted assessment of torsional response of in-plan irregular buildings 129
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 127
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 126
A design procedure for seismic upgrading of existing RC frames by BRBs 126
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 125
Dispositivo di connessione dissipativa per pannelli in legno a strati incrociati 123
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 122
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 120
Metodologia per lo sviluppo di un sistema di supporto decisionale per la riqualificazione sismica ed energetica di edifici a struttura intelaiata 118
A design procedure for steel frames with rigid connections 117
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 116
A sub-assembly based technique for calibration of numerical models of infilled r.c. frames according to experimental tests 114
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 113
Preface 111
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 111
A simple procedure to design steel frames to fail in global mode 111
Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint 111
Application potentials of a 3D exoskeleton technology to renovate the modern building stock 109
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 108
Decision Support System for the Sustainable Seismic and Energy Renovation of Buildings: Methodological Layout 108
Valutazione speditiva della vulnerabilità sismica finalizzataalla riqualificazione degli edifici 108
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 107
Il “displacement based design” e la progettazione globale di telai in acciaio 106
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 106
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 104
A Seismic Design Method for High Ductility Steel Frames 104
A simple procedure to design steel frames to fail in global mode 104
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 104
Cyclic pushover analysis for seismic assessment of steel MRFs 103
Integrated and sustainable renovation of RC framed buildings through a new timber-based envelope technology 103
Influence of link models in the assessment of the seismic response of multi-storey EBFs 101
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 101
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 101
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 99
A unitary approach for the design of concentrically braced frames 99
MECHANICAL CHARACTERIZATION OF ENERGY DISSIPATION DEVICES IN RETROFIT SOLUTION OF REINFORCED CONCRETE FRAMES COUPLED WITH SOLID WOOD PANELS 99
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 98
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 97
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 96
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 96
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 96
Improvement of the model proposed by Menegotto and Pinto for steel 94
Energy, Seismic, and Architectural Renovation of RC Framed Buildings with Prefabricated Timber Panels 94
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 93
Behavior factor of dual systems with BRBs and semi-rigid connections 93
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 92
An alternative approach for the design of chevron-braced frames 92
Tesi di dottorato: Comportamento sismico e criteri di progettazione di edifici multipiano irregolari in pianta 91
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 91
Experimental Cyclic Response of a Novel Friction Connection for Seismic Retrofitting of RC Buildings with CLT Panels 91
Exact evaluation of the location of the optimum torsion axis 90
Seismic upgrading of typical Italian existing RC frames by BRBs 90
Seismic and Energy Retrofit of Apartment Buildings through Autoclaved Aerated Concrete (AAC) Blocks Infill Walls 90
Optimal design of the connection between RC slab and precast pre-stressed beam to column joint 89
Design for seismic upgrading of existing RC frames by friction dampers 89
Verifica e progetto di aste in acciaio 88
Modelling of steel link beams of short, intermediate or long length 88
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 88
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 88
IMPACT OF RETROFIT OF RC FRAMES BY CLT PANELS AND FRICTION DAMPERS 88
Comparison of nonlinear static methods for the assessment of asymmetric buildings 87
An analytical approach for the evaluation of the in-plan irregularity of real buildings 87
Effect of the DYB on the seismic response of steel concentric bracings 87
Seismic performance assessment of old frame-wall buildings in Lisbon 85
Seismic upgrading of RC buildings by rocking walls and viscous dampers 85
Use of Autoclaved Aerated Concrete Walls for Deep Building Renovation 85
Staggered coordination in substructure online hybrid test on a RC frame retrofitted by BRBs 84
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 84
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 83
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 83
P–Δ effects in the seismic design of steel moment resisting frames 83
A Steel Exoskeleton for Regularization of the Seismic Response in Elevation of Existing RC Framed Structures 81
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 81
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 81
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 81
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 81
Design of BRBs for seismic upgrading of existing r.c.frames 80
Seismic design and performance of dual structures with BRBs and semi-rigid connections 80
Analytical and numerical determination of the exact location of the optimum torsion axis 78
Progetto e-SAFE: riqualificazione sismica ed energetica mediante pannelli prefabbricati in legno 78
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 77
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 77
Design method and behaviour factor for steel frames with buckling restrained braces 76
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 76
Critical review of the EC8 design provisions for buildings with eccentric braces 76
Development of a Minimal-Disturbance Rehabilitation System for Sustaining Bidirectional Loading 76
Fragility of Steel Frames with DYBs Designed in the Framework of EC8 76
Totale 10.295
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Categoria #
all - tutte 56.658
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 56.658
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021431 0 0 0 0 0 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
2025/20265.740 512 401 1.650 438 1.293 1.446 0 0 0 0 0 0
Totale 17.251