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

VALENTE, MARCO VINCENZO
 Distribuzione geografica
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Continente #
NA - Nord America 12.463
EU - Europa 7.168
AS - Asia 5.074
SA - Sud America 1.242
Continente sconosciuto - Info sul continente non disponibili 247
AF - Africa 199
OC - Oceania 14
Totale 26.407
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Nazione #
US - Stati Uniti d'America 12.120
IT - Italia 2.189
RU - Federazione Russa 2.181
SG - Singapore 1.699
CN - Cina 1.245
BR - Brasile 1.026
VN - Vietnam 924
UA - Ucraina 455
SE - Svezia 378
DE - Germania 370
FR - Francia 319
GB - Regno Unito 293
KR - Corea 277
FI - Finlandia 271
CA - Canada 242
IE - Irlanda 181
JP - Giappone 149
TR - Turchia 148
AT - Austria 114
IN - India 114
NL - Olanda 113
ES - Italia 110
BD - Bangladesh 75
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 37
IR - Iran 35
EG - Egitto 32
MX - Messico 30
ZA - Sudafrica 30
PH - Filippine 27
PE - Perù 26
PK - Pakistan 24
PT - Portogallo 21
BE - Belgio 20
PL - Polonia 20
CI - Costa d'Avorio 19
SA - Arabia Saudita 19
TH - Thailandia 19
NP - Nepal 18
JM - Giamaica 17
PY - Paraguay 17
UZ - Uzbekistan 17
CL - Cile 16
CR - Costa Rica 15
KE - Kenya 15
DZ - Algeria 14
VE - Venezuela 14
CH - Svizzera 12
GR - Grecia 11
JO - Giordania 11
MY - Malesia 11
AU - Australia 10
RO - Romania 10
BG - Bulgaria 9
HN - Honduras 8
AE - Emirati Arabi Uniti 7
AZ - Azerbaigian 7
UY - Uruguay 7
CZ - Repubblica Ceca 6
KZ - Kazakistan 6
PS - Palestinian Territory 6
SN - Senegal 6
GT - Guatemala 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
MD - Moldavia 4
RS - Serbia 4
SK - Slovacchia (Repubblica Slovacca) 4
BJ - Benin 3
CW - ???statistics.table.value.countryCode.CW??? 3
IL - Israele 3
NI - Nicaragua 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
PA - Panama 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
Totale 26.130
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Città #
Ashburn 1.440
Fairfield 1.100
San Jose 897
Woodbridge 798
Singapore 786
Milan 706
Wilmington 601
Houston 563
Chandler 562
Seattle 424
Cambridge 407
Ann Arbor 391
Council Bluffs 384
The Dalles 337
Moscow 291
Dearborn 277
Seoul 263
Beijing 247
Jacksonville 247
Boardman 242
Medford 207
Ho Chi Minh City 203
Lauterbourg 198
Dallas 197
Lawrence 196
Santa Clara 180
Dublin 177
Ottawa 168
Dong Ket 164
Hefei 162
Hanoi 138
Tokyo 132
Rome 127
North Charleston 124
Los Angeles 122
Vienna 111
Helsinki 97
Málaga 85
Des Moines 71
São Paulo 68
Buffalo 67
San Diego 56
Redwood City 52
Frankfurt am Main 51
Amsterdam 49
New York 48
Hong Kong 45
London 45
Taipei 41
Orem 36
Shanghai 36
Belo Horizonte 35
Turin 35
Las Vegas 34
Naples 34
Redmond 34
Columbus 32
Jakarta 31
Norwalk 31
Brooklyn 30
Washington 30
Ankara 28
Izmir 26
Kenitra 26
Florence 25
Kent 25
Atlanta 24
Cairo 24
Guangzhou 24
Haiphong 24
Bogotá 23
Verona 23
Chicago 22
Antalya 21
Casablanca 21
Toronto 20
Abidjan 19
Bologna 19
Da Nang 19
Istanbul 19
Rio de Janeiro 19
Phoenix 17
Porto Alegre 17
Brussels 16
Denver 16
Brasília 15
Campinas 15
Curitiba 15
Johannesburg 15
Lima 15
Meda 15
Mountain View 15
Tianjin 15
Dhaka 14
Guayaquil 14
Hangzhou 14
Nanjing 14
Padova 14
San Francisco 14
Tashkent 14
Totale 15.477
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Nome #
An insight in the late Baroque architecture: An integrated approach for a unique Bibiena church 321
Crumbling of amatrice clock tower during 2016 central Italy seismic sequence: Advanced numerical insights 290
Progetto antisismico degli edifici in c.a. : con l'Eurocodice UNI-EN 1998-1-5 e le norme tecniche per le costruzioni 285
Damage assessment of three medieval churches after the 2012 Emilia earthquake 279
Seismic Rehabilitation of a Three-Storey R/C Flat-Slab Prototype Structure Using Different Techniques 273
Seismic Performance of Existing R/C Frames Strengthened by Steel Plate Shear Walls 267
The survey of cultural heritage after an earthquake: The case of emilia -Lombardia in 2012 255
A Non-Linear Finite Element Approach to predict the Structural Damage of the Narthex of the Bethlehem Nativity Church 224
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators 221
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower 218
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds 213
Dose imaging in radiotherapy photon fields with Fricke and Normoxic-polymer Gels 200
Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches 199
Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses 199
Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies 198
Seismic Upgrading of a Masonry Church with FRP Composites 196
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 189
Alternative retrofitting strategies to prevent the failure of an under-designed reinforced concrete frame 189
Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution 188
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy 188
The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage 187
Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions 187
A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods 185
Analytical study of the cyclic behaviour of welded beam to column joints 182
Tuned mass dampers for improving the sustainability and resilience of seven reinforced concrete chimneys under environmental loads 179
Seismic performance assessment of three masonry churches through FE Simulations 178
Influence of corrosion effects on the seismic capacity of existing RC bridges 177
"Terremoti" originati dal transito di convogli metropolitani: strumenti di calcolo 176
Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames 176
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations 176
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem 176
Aderenza acciaio-calcestruzzo sotto carichi ciclici in presenza di corrosione naturale 175
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM 173
Application of a closed-form solution for simulating bond between concrete and steel in service conditions 170
Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires 170
Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting 168
Tunnel metropolitani in zona sismica 167
Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake 167
Damage assessment and collapse investigation of three historical masonry palaces under seismic actions 167
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy 166
Advanced numerical strategies for seismic assessment of historical masonry aggregates 165
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies 164
Dose Distributions in Phantoms Irradiated in Thermal Columns of Two Different Nuclear Reactors 162
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches 162
Seismic performance evaluation of a ductile R/C structure with masonry infills 160
Cyclic behaviour and weld access hole detailing of steel welded beam-to-column joints 157
Seismic Assessment of Masonry Towers by Means of Nonlinear Static Procedures 154
Effects of FRP application on the seismic response of a masonry church in Emilia-Romagna (Italy) 153
Seismic assessment of two masonry Baroque churches damaged by the 2012 Emilia earthquake 153
Limit analysis approach for the seismic vulnerability reduction of masonry towers through strengthening with traditional and innovative materials 153
Experimentation and numerical modelling of recycled rubber pads under ageing for base seismic isolation of a historical masonry church 153
Seismic response of seven existing reinforced concrete chimneys equipped with tuned mass dampers under five strong seismic events 152
Studio comparativo tra analisi modale con spettro di risposta e analisi dinamica non lineare nella progettazione sismica di strutture in calcestruzzo 151
An under-designed RC frame: Seismic assessment through displacement based approach and possible refurbishment with FRP strips and RC jacketing 151
Automatic assessment of partial failure mechanisms in retrofitted historical masonry aggregates through adaptive nurbs limit analysis 149
A two-step procedure for the numerical analysis of curved masonry structures 148
Comparison among different retrofitting strategies for the vulnerability reduction of masonry bell towers 147
Simple limit analysis approach for the optimal strengthening of existing masonry towers 147
ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates 147
Adeguamento sismico di edifici monopiano prefabbricati esistenti con connessioni dissipative 146
A displacement-based design procedure for seismic retrofitting of RC frames using braced ductile shear panels. 146
Seismic Vulnerability Reduction of Masonry Churches: A case study 146
Nativity church in Bethlehem: full 3D non-linear FE approach for structural damage prediction 145
Braced ductile shear panel: new seismic-resistant framing system 145
Earthquake-induced damage assessment and partial failure mechanisms of an Italian Medieval castle 144
A new dissipative bracing system for steel structures 143
Effects of Geometrical Features on the Seismic Response of Historical Masonry Towers 143
Numerical insight into the seismic behavior of eight masonry towers in Northern Italy: FE pushover vs non-linear dynamic analyses 142
Bond strength between corroded steel rebar and concrete. 141
On the limitations of decoupled approach for the seismic behaviour evaluation of shallow multi-propped underground structures embedded in granular soils 141
Seismic assessment of four inclined masonry towers located in the neighborhood of the area stricken by the May 2012 Emilia Romagna (Italy) earthquake 140
Seismic upgrading of a masonry church after the May 2012 Emilia Romagna (Italy) earthquake by means of FRP reinforcement 140
On the collapse evaluation of existing RC bridges exposed to corrosion under horizontal loads 140
A structural paradox in the Church of the Nativity: FE static analyses 139
Experimental behaviour of a steel moment resisting frame: modelling issues 138
Welded triangular haunch for the seismic improvement of steel beam-to-column connections 138
Numerical investigations of the seismic response of precast buildings with beam-to-column connections with steel dowels. 137
Damage assessment and partial failure mechanisms activation of historical masonry churches under seismic actions: Three case studies in Mantua 137
Vibrazioni trasmesse da veicoli su rotaia all'ambiente circostante 136
Behavior of exterior partial-strength composite beam-to-column connections: experimental study and numerical simulations 136
Numerical analyses of improved beam-to-column connections 135
Seismic assessment of historical masonry towers in the north-east region of Italy 135
Behavior of partial-strength composite beam-to-colum joints under cyclic loading 134
Possibilities and limitations of innovative retrofitting for masonry churches: Advanced computations on three case studies 133
Alternative seismic retrofit solutions for a non-ductile RC structure 131
Seismic response evaluation and strengthening intervention of two historical masonry churches 131
Seismic protection of RC structures by steel plate shear walls 129
Dynamic response of composite frames with different shear connection degree 129
Terremoti originati dal transito di convogli metropolitani: strumenti di calcolo 128
Adaptive NURBS based local failure analyses of retrofitted masonry aggregates 126
Earthquake response and damage patterns assessment of two historical masonry churches with bell tower 125
Seismic assessment and retrofitting of an under-designed RC frame through a displacement-based approach 124
Alternative strategies to enhance the seismic performance of a non-ductile RC structure 123
Nativity Church narthex: A non-linear FEM procedure for the diagnosis of a structural damage 123
A new dissipative bracing system for seismic upgrading of existing structures 122
Seismic performance improvement of a plan-asymmetric RC building designed for gravity loads. 122
Rotture fragili in nodi trave-colonna saldati: ruolo del pannello d'anima del giunto 121
Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: Advanced numerical insight 119
Seismic vulnerability assessment and earthquake response of slender historical masonry bell towers in South-East Lombardia 119
Seismic Performance Assessment of a Non-Ductile RC Building Retrofitted by Steel Bracing or Fiber-Reinforced Polymers 117
Totale 16.511
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Categoria #
all - tutte 78.225
article - articoli 29.089
book - libri 627
conference - conferenze 42.993
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 5.516
Totale 156.450
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.433 0 206 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
2025/202611.066 1.423 1.951 548 979 525 428 1.369 835 694 1.101 398 815
2026/2027415 381 34 0 0 0 0 0 0 0 0 0 0
Totale 26.407