IRIS
MARINO, EDOARDO MICHELE
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 9.153
AS - Asia 4.611
EU - Europa 4.495
SA - Sud America 828
AF - Africa 526
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 4
Totale 19.626
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 8.822
SG - Singapore 2.292
RU - Federazione Russa 1.264
CN - Cina 1.254
IT - Italia 1.192
IE - Irlanda 748
BR - Brasile 689
UA - Ucraina 467
VN - Vietnam 379
CI - Costa d'Avorio 265
FR - Francia 254
CA - Canada 243
KR - Corea 162
GB - Regno Unito 112
NG - Nigeria 100
BD - Bangladesh 83
SE - Svezia 83
IN - India 74
HK - Hong Kong 67
DE - Germania 59
IQ - Iraq 55
NL - Olanda 55
MX - Messico 52
FI - Finlandia 47
SN - Senegal 42
AR - Argentina 41
ES - Italia 41
ZA - Sudafrica 41
PL - Polonia 34
UZ - Uzbekistan 30
CH - Svizzera 28
JP - Giappone 27
PK - Pakistan 27
GR - Grecia 23
AT - Austria 22
TR - Turchia 22
EC - Ecuador 21
IR - Iran 21
ID - Indonesia 18
CO - Colombia 16
KE - Kenya 15
MA - Marocco 14
PY - Paraguay 14
BJ - Benin 13
AE - Emirati Arabi Uniti 12
JO - Giordania 11
LT - Lituania 11
PE - Perù 11
PH - Filippine 11
SA - Arabia Saudita 11
TN - Tunisia 11
UY - Uruguay 11
VE - Venezuela 11
BG - Bulgaria 10
CL - Cile 10
DZ - Algeria 8
JM - Giamaica 8
EG - Egitto 7
IL - Israele 7
LB - Libano 7
TH - Thailandia 7
AU - Australia 6
AZ - Azerbaigian 6
BE - Belgio 6
NP - Nepal 6
PA - Panama 6
RO - Romania 6
CR - Costa Rica 5
ET - Etiopia 5
HN - Honduras 5
MK - Macedonia 5
MY - Malesia 5
PT - Portogallo 5
BO - Bolivia 4
BY - Bielorussia 4
HR - Croazia 4
KZ - Kazakistan 4
CZ - Repubblica Ceca 3
EU - Europa 3
KG - Kirghizistan 3
NZ - Nuova Zelanda 3
RS - Serbia 3
TT - Trinidad e Tobago 3
AL - Albania 2
AM - Armenia 2
BB - Barbados 2
GA - Gabon 2
GT - Guatemala 2
HU - Ungheria 2
LY - Libia 2
QA - Qatar 2
SY - Repubblica araba siriana 2
BH - Bahrain 1
DM - Dominica 1
DO - Repubblica Dominicana 1
GE - Georgia 1
GH - Ghana 1
GL - Groenlandia 1
KY - Cayman, isole 1
LU - Lussemburgo 1
Totale 19.618
Salva come PNG Salva come JPEG
Città #
Dallas 1.506
Santa Clara 1.282
Singapore 1.237
Dublin 738
Chandler 691
San Jose 682
Moscow 511
Jacksonville 502
Ashburn 417
Houston 354
Boardman 273
Abidjan 265
Catania 206
Nanjing 193
Andover 187
Lawrence 185
Cambridge 181
Lauterbourg 176
Chicago 169
Beijing 166
Civitanova Marche 163
Seoul 159
Toronto 157
Hefei 152
Ho Chi Minh City 140
Des Moines 111
Los Angeles 108
Council Bluffs 102
Hanoi 81
Wilmington 77
San Mateo 71
São Paulo 63
New York 62
Hong Kong 60
Nanchang 54
The Dalles 52
Lagos 51
Shenyang 51
Hebei 50
Columbus 48
Buffalo 45
Redmond 44
Dakar 42
Saint Petersburg 41
Abuja 40
Changsha 38
Ottawa 36
Amsterdam 35
Rome 35
Jiaxing 33
Tianjin 32
Naples 29
Orem 27
Helsinki 26
Milan 26
Brooklyn 25
Warsaw 25
Baghdad 24
Phoenix 23
Boston 21
Falls Church 21
Johannesburg 21
Palermo 21
Belo Horizonte 20
Tokyo 20
Atlanta 19
Milazzo 19
Montreal 19
Seattle 19
Denver 18
Da Nang 17
Tashkent 17
Chennai 16
Dong Ket 16
Lappeenranta 16
Bologna 15
Brasília 15
Rio de Janeiro 15
Tehran 15
Zhengzhou 15
Guangzhou 14
Messina 14
Mexico City 14
San Francisco 14
Stockholm 14
Vienna 14
Cotonou 13
Munich 13
Tremestieri Etneo 13
Turin 13
Liberty Lake 12
Manchester 12
Nairobi 12
Perugia 12
Redondo Beach 12
Curitiba 11
Haiphong 11
Paris 11
Poplar 11
Aci Catena 10
Totale 12.984
Salva come PNG Salva come JPEG
Nome #
Influence of nonlinear modeling on capacity assessment of RC framed structures 220
Seismic performance and new design procedure for chevron braced frames 193
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 173
A capacity design procedure for columns of steel structures with diagonals braces 166
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 165
e-SAFE: energy and seismic affordable renovation solutions for the decarbonisation and seismic safety of the EU building stock 161
Achieving a more effective concentric braced frame by the double-stage yield BRB 159
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 158
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 155
A database for assisted assessment of torsional response of in-plan irregular buildings 153
A design procedure for pin‐supported rocking buckling‐restrained braced frames 152
A design procedure for seismic upgrading of existing RC frames by BRBs 151
Application potentials of a 3D exoskeleton technology combined with prefabricated panels to renovate the modern building stock 150
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 147
A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8 145
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 145
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 144
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 139
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 137
A design procedure for steel frames with rigid connections 136
Dispositivo di connessione dissipativa per pannelli in legno a strati incrociati 135
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 135
Application potentials of a 3D exoskeleton technology to renovate the modern building stock 134
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 133
A sub-assembly based technique for calibration of numerical models of infilled r.c. frames according to experimental tests 131
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 130
Metodologia per lo sviluppo di un sistema di supporto decisionale per la riqualificazione sismica ed energetica di edifici a struttura intelaiata 129
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 128
Integrated and sustainable renovation of RC framed buildings through a new timber-based envelope technology 128
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 126
A simple procedure to design steel frames to fail in global mode 126
A Seismic Design Method for High Ductility Steel Frames 125
Decision Support System for the Sustainable Seismic and Energy Renovation of Buildings: Methodological Layout 124
Preface 122
Influence of link models in the assessment of the seismic response of multi-storey EBFs 122
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 122
MECHANICAL CHARACTERIZATION OF ENERGY DISSIPATION DEVICES IN RETROFIT SOLUTION OF REINFORCED CONCRETE FRAMES COUPLED WITH SOLID WOOD PANELS 122
A Steel Exoskeleton for Regularization of the Seismic Response in Elevation of Existing RC Framed Structures 121
Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint 120
Valutazione speditiva della vulnerabilità sismica finalizzataalla riqualificazione degli edifici 120
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 119
A simple procedure to design steel frames to fail in global mode 119
Il “displacement based design” e la progettazione globale di telai in acciaio 117
Cyclic pushover analysis for seismic assessment of steel MRFs 117
IMPACT OF RETROFIT OF RC FRAMES BY CLT PANELS AND FRICTION DAMPERS 117
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 116
Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs 115
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 115
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 115
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 115
A unitary approach for the design of concentrically braced frames 114
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 112
Behavior factor of dual systems with BRBs and semi-rigid connections 110
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 109
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 109
Seismic upgrading of typical Italian existing RC frames by BRBs 109
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 109
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 109
An alternative approach for the design of chevron-braced frames 109
Energy, Seismic, and Architectural Renovation of RC Framed Buildings with Prefabricated Timber Panels 108
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 107
Effect of the DYB on the seismic response of steel concentric bracings 106
Improvement of the model proposed by Menegotto and Pinto for steel 104
Seismic and Energy Retrofit of Apartment Buildings through Autoclaved Aerated Concrete (AAC) Blocks Infill Walls 104
Design for seismic upgrading of existing RC frames by friction dampers 104
Experimental Cyclic Response of a Novel Friction Connection for Seismic Retrofitting of RC Buildings with CLT Panels 104
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 103
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 103
An analytical approach for the evaluation of the in-plan irregularity of real buildings 102
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 102
Optimal design of the connection between RC slab and precast pre-stressed beam to column joint 101
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 101
Comparison of nonlinear static methods for the assessment of asymmetric buildings 100
Modelling of steel link beams of short, intermediate or long length 100
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 99
Tesi di dottorato: Comportamento sismico e criteri di progettazione di edifici multipiano irregolari in pianta 98
Exact evaluation of the location of the optimum torsion axis 97
Seismic performance assessment of old frame-wall buildings in Lisbon 97
Seismic upgrading of RC buildings by rocking walls and viscous dampers 97
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 96
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 96
P–Δ effects in the seismic design of steel moment resisting frames 96
Staggered coordination in substructure online hybrid test on a RC frame retrofitted by BRBs 95
Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames 94
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 94
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 94
Verifica e progetto di aste in acciaio 93
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 93
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 92
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 92
Seismic design and performance of dual structures with BRBs and semi-rigid connections 92
Validation of the Extended N2 Method and the Combination Rules for Pushover Analyses of Reinforced Concrete Asymmetric Structures 91
Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest 91
Design of BRBs for seismic upgrading of existing r.c.frames 91
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 91
Use of Autoclaved Aerated Concrete Walls for Deep Building Renovation 91
Design method and behaviour factor for steel frames with buckling restrained braces 90
Fragility of Steel Frames with DYBs Designed in the Framework of EC8 90
Analytical and numerical determination of the exact location of the optimum torsion axis 88
Comportamento sismico in campo non lineare di edifici in acciaio con controventi concentrici ad X 88
Totale 11.812
Salva come PNG Salva come JPEG
Categoria #
all - tutte 65.186
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 65.186
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/20268.531 512 401 1.650 438 1.293 1.492 1.045 157 591 525 222 205
2026/202720 20 0 0 0 0 0 0 0 0 0 0 0
Totale 20.062