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

VALENTE, MARCO VINCENZO
 Distribuzione geografica
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Continente #
NA - Nord America 11.633
EU - Europa 6.459
AS - Asia 4.966
SA - Sud America 1.226
AF - Africa 198
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 6
Totale 24.501
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Nazione #
US - Stati Uniti d'America 11.359
RU - Federazione Russa 2.181
SG - Singapore 1.686
IT - Italia 1.508
CN - Cina 1.235
BR - Brasile 1.021
VN - Vietnam 860
UA - Ucraina 455
SE - Svezia 378
DE - Germania 369
FR - Francia 317
GB - Regno Unito 286
KR - Corea 277
FI - Finlandia 270
CA - Canada 207
IE - Irlanda 180
JP - Giappone 149
TR - Turchia 146
AT - Austria 114
IN - India 114
NL - Olanda 110
ES - Italia 105
HK - Hong Kong 65
BD - Bangladesh 61
AR - Argentina 60
ID - Indonesia 59
MA - Marocco 54
AL - Albania 43
TW - Taiwan 43
IQ - Iraq 41
CO - Colombia 37
EC - Ecuador 34
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
KE - Kenya 15
DZ - Algeria 14
VE - Venezuela 14
CL - Cile 13
CH - Svizzera 12
GR - Grecia 11
JO - Giordania 11
MY - Malesia 11
AU - Australia 9
CR - Costa Rica 9
RO - Romania 9
AE - Emirati Arabi Uniti 7
AZ - Azerbaigian 7
BG - Bulgaria 7
CZ - Repubblica Ceca 6
JM - Giamaica 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
BH - Bahrain 4
DO - Repubblica Dominicana 4
EU - Europa 4
HR - Croazia 4
LB - Libano 4
RS - Serbia 4
BJ - Benin 3
IL - Israele 3
MD - Moldavia 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
PA - Panama 3
SK - Slovacchia (Repubblica Slovacca) 3
TT - Trinidad e Tobago 3
BA - Bosnia-Erzegovina 2
BB - Barbados 2
CY - Cipro 2
DK - Danimarca 2
EE - Estonia 2
ET - Etiopia 2
GT - Guatemala 2
HU - Ungheria 2
KG - Kirghizistan 2
KW - Kuwait 2
LU - Lussemburgo 2
LV - Lettonia 2
MK - Macedonia 2
Totale 24.471
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Città #
Ashburn 1.366
Fairfield 1.100
San Jose 845
Woodbridge 798
Singapore 777
Wilmington 600
Chandler 562
Houston 548
Seattle 422
Cambridge 405
Ann Arbor 391
Milan 377
Council Bluffs 337
The Dalles 334
Moscow 291
Dearborn 277
Seoul 263
Jacksonville 245
Beijing 244
Boardman 233
Medford 206
Lauterbourg 198
Lawrence 196
Dallas 187
Ho Chi Minh City 187
Dublin 177
Ottawa 168
Dong Ket 164
Hefei 162
Santa Clara 158
Tokyo 132
North Charleston 124
Hanoi 122
Vienna 111
Los Angeles 108
Helsinki 97
Málaga 85
Des Moines 71
São Paulo 66
Buffalo 65
San Diego 54
Redwood City 52
Frankfurt am Main 51
Rome 51
Amsterdam 49
London 44
Hong Kong 43
Taipei 41
New York 38
Shanghai 36
Belo Horizonte 34
Redmond 34
Las Vegas 33
Orem 33
Jakarta 31
Columbus 30
Norwalk 30
Ankara 28
Izmir 26
Kenitra 26
Kent 25
Washington 25
Cairo 24
Guangzhou 24
Bogotá 22
Brooklyn 22
Haiphong 22
Antalya 21
Casablanca 21
Abidjan 19
Rio de Janeiro 19
Istanbul 18
Atlanta 17
Florence 17
Porto Alegre 17
Brussels 16
Chicago 16
Verona 16
Brasília 15
Campinas 15
Da Nang 15
Johannesburg 15
Meda 15
Tianjin 15
Toronto 15
Curitiba 14
Dhaka 14
Hangzhou 14
Lima 14
Mountain View 14
Nanjing 14
Naples 14
Padova 14
Tashkent 14
Fremont 13
Guayaquil 13
Manassas 13
Nairobi 13
Bangkok 12
Changsha 12
Totale 14.631
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Nome #
An insight in the late Baroque architecture: An integrated approach for a unique Bibiena church 313
Crumbling of amatrice clock tower during 2016 central Italy seismic sequence: Advanced numerical insights 284
Progetto antisismico degli edifici in c.a. : con l'Eurocodice UNI-EN 1998-1-5 e le norme tecniche per le costruzioni 276
Damage assessment of three medieval churches after the 2012 Emilia earthquake 269
The survey of cultural heritage after an earthquake: The case of emilia -Lombardia in 2012 247
A Non-Linear Finite Element Approach to predict the Structural Damage of the Narthex of the Bethlehem Nativity Church 213
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators 210
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower 206
Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses 195
Dose imaging in radiotherapy photon fields with Fricke and Normoxic-polymer Gels 194
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds 194
Seismic Rehabilitation of a Three-Storey R/C Flat-Slab Prototype Structure Using Different Techniques 191
Seismic Upgrading of a Masonry Church with FRP Composites 190
Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies 189
Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches 188
Seismic Performance of Existing R/C Frames Strengthened by Steel Plate Shear Walls 185
Alternative retrofitting strategies to prevent the failure of an under-designed reinforced concrete frame 185
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy 183
The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage 182
Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution 178
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 178
Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions 178
Analytical study of the cyclic behaviour of welded beam to column joints 176
A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods 175
Seismic performance assessment of three masonry churches through FE Simulations 174
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations 172
Tuned mass dampers for improving the sustainability and resilience of seven reinforced concrete chimneys under environmental loads 170
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem 170
"Terremoti" originati dal transito di convogli metropolitani: strumenti di calcolo 168
Aderenza acciaio-calcestruzzo sotto carichi ciclici in presenza di corrosione naturale 167
Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires 165
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM 164
Influence of corrosion effects on the seismic capacity of existing RC bridges 162
Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames 162
Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting 162
Damage assessment and collapse investigation of three historical masonry palaces under seismic actions 162
Tunnel metropolitani in zona sismica 160
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy 159
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies 159
Dose Distributions in Phantoms Irradiated in Thermal Columns of Two Different Nuclear Reactors 157
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches 157
Advanced numerical strategies for seismic assessment of historical masonry aggregates 157
Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake 156
Application of a closed-form solution for simulating bond between concrete and steel in service conditions 155
Seismic Assessment of Masonry Towers by Means of Nonlinear Static Procedures 151
Effects of FRP application on the seismic response of a masonry church in Emilia-Romagna (Italy) 149
Seismic assessment of two masonry Baroque churches damaged by the 2012 Emilia earthquake 149
Experimentation and numerical modelling of recycled rubber pads under ageing for base seismic isolation of a historical masonry church 149
Studio comparativo tra analisi modale con spettro di risposta e analisi dinamica non lineare nella progettazione sismica di strutture in calcestruzzo 148
Cyclic behaviour and weld access hole detailing of steel welded beam-to-column joints 146
Limit analysis approach for the seismic vulnerability reduction of masonry towers through strengthening with traditional and innovative materials 144
Comparison among different retrofitting strategies for the vulnerability reduction of masonry bell towers 143
A displacement-based design procedure for seismic retrofitting of RC frames using braced ductile shear panels. 141
Automatic assessment of partial failure mechanisms in retrofitted historical masonry aggregates through adaptive nurbs limit analysis 141
Adeguamento sismico di edifici monopiano prefabbricati esistenti con connessioni dissipative 139
Numerical insight into the seismic behavior of eight masonry towers in Northern Italy: FE pushover vs non-linear dynamic analyses 139
Nativity church in Bethlehem: full 3D non-linear FE approach for structural damage prediction 138
Braced ductile shear panel: new seismic-resistant framing system 138
Seismic response of seven existing reinforced concrete chimneys equipped with tuned mass dampers under five strong seismic events 138
A two-step procedure for the numerical analysis of curved masonry structures 138
A new dissipative bracing system for steel structures 137
Seismic Vulnerability Reduction of Masonry Churches: A case study 136
On the collapse evaluation of existing RC bridges exposed to corrosion under horizontal loads 136
ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates 136
An under-designed RC frame: Seismic assessment through displacement based approach and possible refurbishment with FRP strips and RC jacketing 135
Welded triangular haunch for the seismic improvement of steel beam-to-column connections 134
Seismic upgrading of a masonry church after the May 2012 Emilia Romagna (Italy) earthquake by means of FRP reinforcement 134
Simple limit analysis approach for the optimal strengthening of existing masonry towers 133
Behavior of exterior partial-strength composite beam-to-column connections: experimental study and numerical simulations 132
Experimental behaviour of a steel moment resisting frame: modelling issues 130
Bond strength between corroded steel rebar and concrete. 130
Seismic assessment of historical masonry towers in the north-east region of Italy 130
Damage assessment and partial failure mechanisms activation of historical masonry churches under seismic actions: Three case studies in Mantua 130
On the limitations of decoupled approach for the seismic behaviour evaluation of shallow multi-propped underground structures embedded in granular soils 130
Seismic protection of RC structures by steel plate shear walls 129
Numerical analyses of improved beam-to-column connections 129
Vibrazioni trasmesse da veicoli su rotaia all'ambiente circostante 128
Seismic assessment of four inclined masonry towers located in the neighborhood of the area stricken by the May 2012 Emilia Romagna (Italy) earthquake 128
Effects of Geometrical Features on the Seismic Response of Historical Masonry Towers 128
Possibilities and limitations of innovative retrofitting for masonry churches: Advanced computations on three case studies 128
Behavior of partial-strength composite beam-to-colum joints under cyclic loading 126
Dynamic response of composite frames with different shear connection degree 126
Numerical investigations of the seismic response of precast buildings with beam-to-column connections with steel dowels. 125
A structural paradox in the Church of the Nativity: FE static analyses 124
Terremoti originati dal transito di convogli metropolitani: strumenti di calcolo 123
Earthquake-induced damage assessment and partial failure mechanisms of an Italian Medieval castle 123
Alternative seismic retrofit solutions for a non-ductile RC structure 120
A new dissipative bracing system for seismic upgrading of existing structures 120
Adaptive NURBS based local failure analyses of retrofitted masonry aggregates 120
Seismic response evaluation and strengthening intervention of two historical masonry churches 120
Rotture fragili in nodi trave-colonna saldati: ruolo del pannello d'anima del giunto 119
Alternative strategies to enhance the seismic performance of a non-ductile RC structure 119
Seismic assessment and retrofitting of an under-designed RC frame through a displacement-based approach 117
Nativity Church narthex: A non-linear FEM procedure for the diagnosis of a structural damage 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
Fiber Reinforced Polymers and R/C jackets for seismic retrofitting of a prototype non-ductile R/C structure. 112
Seismic Performance Assessment of a Non-Ductile RC Building Retrofitted by Steel Bracing or Fiber-Reinforced Polymers 111
Earthquake response and damage patterns assessment of two historical masonry churches with bell tower 110
Totale 15.534
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Categoria #
all - tutte 70.904
article - articoli 26.674
book - libri 592
conference - conferenze 38.679
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 4.959
Totale 141.808
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021696 0 0 0 0 0 0 0 0 0 161 163 372
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
2025/20269.813 1.423 1.951 548 979 525 428 1.369 835 694 1.061 0 0
Totale 24.739