RE.PUBLIC@POLIMI pubblicazioni di ricerca del Politecnico di Milano

VALENTE, MARCO VINCENZO
 Distribuzione geografica
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Continente #
NA - Nord America 12.060
EU - Europa 6.595
AS - Asia 4.985
SA - Sud America 1.232
AF - Africa 198
OC - Oceania 14
Continente sconosciuto - Info sul continente non disponibili 6
Totale 25.090
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Nazione #
US - Stati Uniti d'America 11.768
RU - Federazione Russa 2.181
SG - Singapore 1.688
IT - Italia 1.630
CN - Cina 1.241
BR - Brasile 1.022
VN - Vietnam 862
UA - Ucraina 455
SE - Svezia 378
DE - Germania 369
FR - Francia 319
GB - Regno Unito 293
KR - Corea 277
FI - Finlandia 271
CA - Canada 218
IE - Irlanda 180
JP - Giappone 149
TR - Turchia 146
AT - Austria 114
IN - India 114
NL - Olanda 112
ES - Italia 107
BD - Bangladesh 68
HK - Hong Kong 67
AR - Argentina 60
ID - Indonesia 59
MA - Marocco 54
AL - Albania 43
TW - Taiwan 43
IQ - Iraq 41
CO - Colombia 38
EC - Ecuador 35
IR - Iran 32
EG - Egitto 31
ZA - Sudafrica 30
MX - Messico 29
PH - Filippine 27
PK - Pakistan 24
PE - Perù 23
BE - Belgio 20
CI - Costa d'Avorio 19
PL - Polonia 19
PT - Portogallo 19
SA - Arabia Saudita 19
TH - Thailandia 19
NP - Nepal 18
PY - Paraguay 17
UZ - Uzbekistan 17
CL - Cile 16
KE - Kenya 15
DZ - Algeria 14
VE - Venezuela 14
CH - Svizzera 12
GR - Grecia 11
JO - Giordania 11
MY - Malesia 11
AU - Australia 10
CR - Costa Rica 9
RO - Romania 9
JM - Giamaica 8
AE - Emirati Arabi Uniti 7
AZ - Azerbaigian 7
BG - Bulgaria 7
CZ - Repubblica Ceca 6
KZ - Kazakistan 6
PS - Palestinian Territory 6
SN - Senegal 6
UY - Uruguay 6
HN - Honduras 5
LT - Lituania 5
MU - Mauritius 5
OM - Oman 5
TN - Tunisia 5
TT - Trinidad e Tobago 5
BH - Bahrain 4
DO - Repubblica Dominicana 4
EU - Europa 4
HR - Croazia 4
LB - Libano 4
RS - Serbia 4
BJ - Benin 3
GT - Guatemala 3
IL - Israele 3
MD - Moldavia 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
PA - Panama 3
SK - Slovacchia (Repubblica Slovacca) 3
BA - Bosnia-Erzegovina 2
BB - Barbados 2
CY - Cipro 2
DK - Danimarca 2
EE - Estonia 2
ET - Etiopia 2
HU - Ungheria 2
KG - Kirghizistan 2
KW - Kuwait 2
LU - Lussemburgo 2
LV - Lettonia 2
MK - Macedonia 2
Totale 25.058
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Città #
Ashburn 1.421
Fairfield 1.100
San Jose 886
Woodbridge 798
Singapore 779
Wilmington 601
Chandler 562
Houston 557
Milan 491
Seattle 424
Cambridge 405
Ann Arbor 391
Council Bluffs 384
The Dalles 334
Moscow 291
Dearborn 277
Seoul 263
Beijing 246
Jacksonville 245
Boardman 242
Medford 206
Lauterbourg 198
Lawrence 196
Dallas 193
Ho Chi Minh City 189
Dublin 177
Santa Clara 172
Ottawa 168
Dong Ket 164
Hefei 162
Tokyo 132
North Charleston 124
Hanoi 122
Los Angeles 115
Vienna 111
Helsinki 97
Málaga 85
Des Moines 71
São Paulo 66
Buffalo 65
San Diego 55
Redwood City 52
Frankfurt am Main 51
Rome 51
Amsterdam 49
New York 46
Hong Kong 45
London 44
Taipei 41
Orem 36
Shanghai 36
Belo Horizonte 34
Las Vegas 34
Redmond 34
Jakarta 31
Columbus 30
Norwalk 30
Ankara 28
Brooklyn 27
Washington 27
Izmir 26
Kenitra 26
Kent 25
Cairo 24
Guangzhou 24
Bogotá 23
Haiphong 22
Antalya 21
Casablanca 21
Abidjan 19
Atlanta 19
Rio de Janeiro 19
Chicago 18
Istanbul 18
Florence 17
Porto Alegre 17
Toronto 17
Brussels 16
Denver 16
Verona 16
Brasília 15
Campinas 15
Curitiba 15
Da Nang 15
Johannesburg 15
Meda 15
Naples 15
Tianjin 15
Dhaka 14
Hangzhou 14
Lima 14
Mountain View 14
Nanjing 14
Padova 14
Tashkent 14
Fremont 13
Guayaquil 13
Manassas 13
Nairobi 13
Phoenix 13
Totale 14.978
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Nome #
An insight in the late Baroque architecture: An integrated approach for a unique Bibiena church 317
Crumbling of amatrice clock tower during 2016 central Italy seismic sequence: Advanced numerical insights 288
Progetto antisismico degli edifici in c.a. : con l'Eurocodice UNI-EN 1998-1-5 e le norme tecniche per le costruzioni 277
Damage assessment of three medieval churches after the 2012 Emilia earthquake 274
The survey of cultural heritage after an earthquake: The case of emilia -Lombardia in 2012 254
Seismic Rehabilitation of a Three-Storey R/C Flat-Slab Prototype Structure Using Different Techniques 248
Seismic Performance of Existing R/C Frames Strengthened by Steel Plate Shear Walls 243
A Non-Linear Finite Element Approach to predict the Structural Damage of the Narthex of the Bethlehem Nativity Church 217
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators 215
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower 210
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds 199
Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses 196
Dose imaging in radiotherapy photon fields with Fricke and Normoxic-polymer Gels 195
Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches 195
Seismic Upgrading of a Masonry Church with FRP Composites 193
Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies 192
Alternative retrofitting strategies to prevent the failure of an under-designed reinforced concrete frame 186
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy 184
Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution 183
The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage 183
Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions 180
Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements compared with pre-assigned failure mechanisms 179
Tuned mass dampers for improving the sustainability and resilience of seven reinforced concrete chimneys under environmental loads 178
Analytical study of the cyclic behaviour of welded beam to column joints 177
A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods 177
Seismic performance assessment of three masonry churches through FE Simulations 176
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations 175
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem 173
"Terremoti" originati dal transito di convogli metropolitani: strumenti di calcolo 172
Aderenza acciaio-calcestruzzo sotto carichi ciclici in presenza di corrosione naturale 169
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM 169
Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames 168
Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires 168
Influence of corrosion effects on the seismic capacity of existing RC bridges 165
Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting 164
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies 163
Damage assessment and collapse investigation of three historical masonry palaces under seismic actions 163
Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake 162
Tunnel metropolitani in zona sismica 161
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy 161
Advanced numerical strategies for seismic assessment of historical masonry aggregates 161
Application of a closed-form solution for simulating bond between concrete and steel in service conditions 159
Dose Distributions in Phantoms Irradiated in Thermal Columns of Two Different Nuclear Reactors 159
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches 157
Seismic Assessment of Masonry Towers by Means of Nonlinear Static Procedures 153
Seismic performance evaluation of a ductile R/C structure with masonry infills 152
Effects of FRP application on the seismic response of a masonry church in Emilia-Romagna (Italy) 152
Seismic assessment of two masonry Baroque churches damaged by the 2012 Emilia earthquake 150
Experimentation and numerical modelling of recycled rubber pads under ageing for base seismic isolation of a historical masonry church 150
Cyclic behaviour and weld access hole detailing of steel welded beam-to-column joints 149
Studio comparativo tra analisi modale con spettro di risposta e analisi dinamica non lineare nella progettazione sismica di strutture in calcestruzzo 149
Limit analysis approach for the seismic vulnerability reduction of masonry towers through strengthening with traditional and innovative materials 147
Comparison among different retrofitting strategies for the vulnerability reduction of masonry bell towers 145
Automatic assessment of partial failure mechanisms in retrofitted historical masonry aggregates through adaptive nurbs limit analysis 144
A two-step procedure for the numerical analysis of curved masonry structures 144
A displacement-based design procedure for seismic retrofitting of RC frames using braced ductile shear panels. 141
Seismic Vulnerability Reduction of Masonry Churches: A case study 141
ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates 141
Adeguamento sismico di edifici monopiano prefabbricati esistenti con connessioni dissipative 140
Nativity church in Bethlehem: full 3D non-linear FE approach for structural damage prediction 140
Braced ductile shear panel: new seismic-resistant framing system 140
Seismic response of seven existing reinforced concrete chimneys equipped with tuned mass dampers under five strong seismic events 140
Numerical insight into the seismic behavior of eight masonry towers in Northern Italy: FE pushover vs non-linear dynamic analyses 140
A new dissipative bracing system for steel structures 138
Seismic upgrading of a masonry church after the May 2012 Emilia Romagna (Italy) earthquake by means of FRP reinforcement 138
An under-designed RC frame: Seismic assessment through displacement based approach and possible refurbishment with FRP strips and RC jacketing 138
Welded triangular haunch for the seismic improvement of steel beam-to-column connections 137
Bond strength between corroded steel rebar and concrete. 137
Simple limit analysis approach for the optimal strengthening of existing masonry towers 136
On the collapse evaluation of existing RC bridges exposed to corrosion under horizontal loads 136
Seismic assessment of four inclined masonry towers located in the neighborhood of the area stricken by the May 2012 Emilia Romagna (Italy) earthquake 135
Experimental behaviour of a steel moment resisting frame: modelling issues 133
Behavior of exterior partial-strength composite beam-to-column connections: experimental study and numerical simulations 133
Seismic assessment of historical masonry towers in the north-east region of Italy 133
Damage assessment and partial failure mechanisms activation of historical masonry churches under seismic actions: Three case studies in Mantua 133
A structural paradox in the Church of the Nativity: FE static analyses 133
On the limitations of decoupled approach for the seismic behaviour evaluation of shallow multi-propped underground structures embedded in granular soils 132
Effects of Geometrical Features on the Seismic Response of Historical Masonry Towers 132
Numerical analyses of improved beam-to-column connections 130
Possibilities and limitations of innovative retrofitting for masonry churches: Advanced computations on three case studies 130
Seismic protection of RC structures by steel plate shear walls 129
Vibrazioni trasmesse da veicoli su rotaia all'ambiente circostante 129
Dynamic response of composite frames with different shear connection degree 129
Numerical investigations of the seismic response of precast buildings with beam-to-column connections with steel dowels. 128
Behavior of partial-strength composite beam-to-colum joints under cyclic loading 127
Terremoti originati dal transito di convogli metropolitani: strumenti di calcolo 126
Earthquake-induced damage assessment and partial failure mechanisms of an Italian Medieval castle 125
Seismic response evaluation and strengthening intervention of two historical masonry churches 124
Adaptive NURBS based local failure analyses of retrofitted masonry aggregates 123
Alternative seismic retrofit solutions for a non-ductile RC structure 122
A new dissipative bracing system for seismic upgrading of existing structures 122
Alternative strategies to enhance the seismic performance of a non-ductile RC structure 121
Seismic assessment and retrofitting of an under-designed RC frame through a displacement-based approach 120
Rotture fragili in nodi trave-colonna saldati: ruolo del pannello d'anima del giunto 119
Nativity Church narthex: A non-linear FEM procedure for the diagnosis of a structural damage 117
Earthquake response and damage patterns assessment of two historical masonry churches with bell tower 116
Seismic performance improvement of a plan-asymmetric RC building designed for gravity loads. 115
Seismic protection of R/C structures by a new dissipative bracing system 114
Seismic assessment and selective retrofitting of an underdesigned RC frame 113
Seismic Performance Assessment of a Non-Ductile RC Building Retrofitted by Steel Bracing or Fiber-Reinforced Polymers 113
Totale 15.959
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Categoria #
all - tutte 75.194
article - articoli 28.063
book - libri 610
conference - conferenze 41.211
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 5.310
Totale 150.388
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021372 0 0 0 0 0 0 0 0 0 0 0 372
2021/20221.538 105 206 67 98 174 77 69 103 87 100 130 322
2022/20231.572 235 94 44 111 176 230 32 114 224 116 150 46
2023/2024843 60 204 62 67 66 111 36 27 12 32 21 145
2024/20252.870 22 102 92 55 438 85 129 357 459 188 477 466
2025/202610.402 1.423 1.951 548 979 525 428 1.369 835 694 1.101 398 151
Totale 25.328