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

VALENTE, MARCO VINCENZO
 Distribuzione geografica
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Continente #
NA - Nord America 9.558
EU - Europa 5.929
AS - Asia 3.337
SA - Sud America 1.177
AF - Africa 151
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 6
Totale 20.169
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Nazione #
US - Stati Uniti d'America 9.313
RU - Federazione Russa 2.178
IT - Italia 1.298
SG - Singapore 1.261
BR - Brasile 990
CN - Cina 916
VN - Vietnam 537
UA - Ucraina 454
SE - Svezia 374
DE - Germania 346
GB - Regno Unito 266
FI - Finlandia 233
CA - Canada 195
IE - Irlanda 178
TR - Turchia 136
FR - Francia 119
AT - Austria 114
ES - Italia 102
NL - Olanda 93
IN - India 90
ID - Indonesia 57
AR - Argentina 56
BD - Bangladesh 50
AL - Albania 43
CO - Colombia 34
HK - Hong Kong 33
EC - Ecuador 32
IR - Iran 32
KR - Corea 30
IQ - Iraq 28
MA - Marocco 27
EG - Egitto 26
ZA - Sudafrica 23
JP - Giappone 21
MX - Messico 21
BE - Belgio 19
CI - Costa d'Avorio 19
PT - Portogallo 19
PE - Perù 18
PK - Pakistan 18
PH - Filippine 17
NP - Nepal 16
PY - Paraguay 16
SA - Arabia Saudita 15
UZ - Uzbekistan 15
PL - Polonia 14
DZ - Algeria 13
VE - Venezuela 13
KE - Kenya 12
CH - Svizzera 11
CL - Cile 11
GR - Grecia 11
MY - Malesia 10
RO - Romania 9
AU - Australia 7
BG - Bulgaria 7
JO - Giordania 7
AE - Emirati Arabi Uniti 6
CR - Costa Rica 6
CZ - Repubblica Ceca 6
PS - Palestinian Territory 6
UY - Uruguay 6
AZ - Azerbaigian 5
KZ - Kazakistan 5
LT - Lituania 5
MU - Mauritius 5
OM - Oman 5
TN - Tunisia 5
BH - Bahrain 4
DO - Repubblica Dominicana 4
EU - Europa 4
HN - Honduras 4
HR - Croazia 4
JM - Giamaica 4
LB - Libano 4
SN - Senegal 4
BJ - Benin 3
MD - Moldavia 3
NZ - Nuova Zelanda 3
RS - Serbia 3
TH - Thailandia 3
TT - Trinidad e Tobago 3
BA - Bosnia-Erzegovina 2
BB - Barbados 2
CY - Cipro 2
EE - Estonia 2
ET - Etiopia 2
HU - Ungheria 2
IL - Israele 2
KG - Kirghizistan 2
LU - Lussemburgo 2
LV - Lettonia 2
MK - Macedonia 2
PA - Panama 2
SI - Slovenia 2
SK - Slovacchia (Repubblica Slovacca) 2
XK - ???statistics.table.value.countryCode.XK??? 2
BO - Bolivia 1
BW - Botswana 1
BY - Bielorussia 1
Totale 20.146
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Città #
Fairfield 1.100
Ashburn 982
Woodbridge 798
Singapore 603
Wilmington 600
Chandler 562
Houston 546
Seattle 419
Cambridge 405
Ann Arbor 391
Moscow 291
Dearborn 277
Jacksonville 245
Council Bluffs 243
Beijing 232
Boardman 232
Medford 206
Lawrence 196
Milan 196
Dublin 175
Ottawa 168
Dong Ket 164
Hefei 160
Santa Clara 153
Dallas 146
Vienna 111
Ho Chi Minh City 101
Málaga 85
Los Angeles 82
Des Moines 70
Buffalo 64
Helsinki 62
São Paulo 58
Hanoi 55
San Diego 53
Redwood City 52
Rome 49
London 43
Amsterdam 40
Redmond 34
Belo Horizonte 33
Frankfurt am Main 32
Jakarta 31
Columbus 30
Norwalk 30
New York 28
Shanghai 28
Izmir 26
Ankara 25
Kent 25
Bogotá 22
Antalya 21
Cairo 20
Casablanca 20
Abidjan 19
Brooklyn 19
Seoul 19
Hong Kong 18
The Dalles 18
Istanbul 17
Porto Alegre 17
Chicago 16
Florence 16
Rio de Janeiro 16
Brasília 15
Brussels 15
Campinas 15
Meda 15
Verona 15
Curitiba 14
Mountain View 14
Padova 14
Washington 14
Fremont 13
Guayaquil 13
Naples 13
Tashkent 13
Tokyo 13
Dhaka 12
Goiânia 12
Lima 12
Tianjin 12
Arosio 11
Guangzhou 11
Haiphong 11
Johannesburg 11
Nairobi 11
Nanjing 11
Redondo Beach 11
Auburn Hills 10
Central 10
Falls Church 10
Kunming 10
Phoenix 10
Changsha 9
Falkenstein 9
Guarulhos 9
Orem 9
Reggio Nell'emilia 9
Toronto 9
Totale 11.420
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Nome #
An insight in the late Baroque architecture: An integrated approach for a unique Bibiena church 270
Crumbling of amatrice clock tower during 2016 central Italy seismic sequence: Advanced numerical insights 253
Progetto antisismico degli edifici in c.a. : con l'Eurocodice UNI-EN 1998-1-5 e le norme tecniche per le costruzioni 242
Damage assessment of three medieval churches after the 2012 Emilia earthquake 242
The survey of cultural heritage after an earthquake: The case of emilia -Lombardia in 2012 218
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators 185
A Non-Linear Finite Element Approach to predict the Structural Damage of the Narthex of the Bethlehem Nativity Church 183
Dose imaging in radiotherapy photon fields with Fricke and Normoxic-polymer Gels 177
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower 174
Seismic Upgrading of a Masonry Church with FRP Composites 170
Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches 164
Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies 164
Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses 163
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds 161
Analytical study of the cyclic behaviour of welded beam to column joints 154
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 152
The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage 152
Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions 151
Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution 149
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations 149
Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires 147
A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods 146
Seismic performance assessment of three masonry churches through FE Simulations 146
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy 145
Alternative retrofitting strategies to prevent the failure of an under-designed reinforced concrete frame 145
Tuned mass dampers for improving the sustainability and resilience of seven reinforced concrete chimneys under environmental loads 143
Damage assessment and collapse investigation of three historical masonry palaces under seismic actions 143
Aderenza acciaio-calcestruzzo sotto carichi ciclici in presenza di corrosione naturale 141
Tunnel metropolitani in zona sismica 140
Dose Distributions in Phantoms Irradiated in Thermal Columns of Two Different Nuclear Reactors 138
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches 138
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM 137
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies 137
Studio comparativo tra analisi modale con spettro di risposta e analisi dinamica non lineare nella progettazione sismica di strutture in calcestruzzo 135
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy 135
Influence of corrosion effects on the seismic capacity of existing RC bridges 134
"Terremoti" originati dal transito di convogli metropolitani: strumenti di calcolo 134
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem 134
Application of a closed-form solution for simulating bond between concrete and steel in service conditions 133
Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake 132
Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames 131
Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting 131
Cyclic behaviour and weld access hole detailing of steel welded beam-to-column joints 128
Effects of FRP application on the seismic response of a masonry church in Emilia-Romagna (Italy) 125
Seismic assessment of two masonry Baroque churches damaged by the 2012 Emilia earthquake 125
Experimentation and numerical modelling of recycled rubber pads under ageing for base seismic isolation of a historical masonry church 125
Advanced numerical strategies for seismic assessment of historical masonry aggregates 125
Numerical insight into the seismic behavior of eight masonry towers in Northern Italy: FE pushover vs non-linear dynamic analyses 123
Comparison among different retrofitting strategies for the vulnerability reduction of masonry bell towers 121
Nativity church in Bethlehem: full 3D non-linear FE approach for structural damage prediction 120
Seismic Assessment of Masonry Towers by Means of Nonlinear Static Procedures 120
Seismic response of seven existing reinforced concrete chimneys equipped with tuned mass dampers under five strong seismic events 119
Bond strength between corroded steel rebar and concrete. 118
ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates 118
Seismic protection of RC structures by steel plate shear walls 117
A displacement-based design procedure for seismic retrofitting of RC frames using braced ductile shear panels. 117
On the collapse evaluation of existing RC bridges exposed to corrosion under horizontal loads 117
An under-designed RC frame: Seismic assessment through displacement based approach and possible refurbishment with FRP strips and RC jacketing 117
A new dissipative bracing system for steel structures 116
Automatic assessment of partial failure mechanisms in retrofitted historical masonry aggregates through adaptive nurbs limit analysis 116
Welded triangular haunch for the seismic improvement of steel beam-to-column connections 115
Behavior of exterior partial-strength composite beam-to-column connections: experimental study and numerical simulations 114
Limit analysis approach for the seismic vulnerability reduction of masonry towers through strengthening with traditional and innovative materials 114
Braced ductile shear panel: new seismic-resistant framing system 113
Adeguamento sismico di edifici monopiano prefabbricati esistenti con connessioni dissipative 112
Seismic Vulnerability Reduction of Masonry Churches: A case study 112
Experimental behaviour of a steel moment resisting frame: modelling issues 111
Seismic assessment of historical masonry towers in the north-east region of Italy 111
Damage assessment and partial failure mechanisms activation of historical masonry churches under seismic actions: Three case studies in Mantua 111
Numerical investigations of the seismic response of precast buildings with beam-to-column connections with steel dowels. 110
On the limitations of decoupled approach for the seismic behaviour evaluation of shallow multi-propped underground structures embedded in granular soils 110
Effects of Geometrical Features on the Seismic Response of Historical Masonry Towers 110
Seismic upgrading of a masonry church after the May 2012 Emilia Romagna (Italy) earthquake by means of FRP reinforcement 109
Possibilities and limitations of innovative retrofitting for masonry churches: Advanced computations on three case studies 109
Terremoti originati dal transito di convogli metropolitani: strumenti di calcolo 108
Dynamic response of composite frames with different shear connection degree 106
Simple limit analysis approach for the optimal strengthening of existing masonry towers 105
Behavior of partial-strength composite beam-to-colum joints under cyclic loading 104
Vibrazioni trasmesse da veicoli su rotaia all'ambiente circostante 103
Earthquake-induced damage assessment and partial failure mechanisms of an Italian Medieval castle 103
A two-step procedure for the numerical analysis of curved masonry structures 103
Numerical analyses of improved beam-to-column connections 102
Seismic performance improvement of a plan-asymmetric RC building designed for gravity loads. 101
Seismic assessment of four inclined masonry towers located in the neighborhood of the area stricken by the May 2012 Emilia Romagna (Italy) earthquake 101
Alternative seismic retrofit solutions for a non-ductile RC structure 99
Alternative strategies to enhance the seismic performance of a non-ductile RC structure 99
Fiber Reinforced Polymers and R/C jackets for seismic retrofitting of a prototype non-ductile R/C structure. 98
Seismic assessment and retrofitting of an under-designed RC frame through a displacement-based approach 98
Rotture fragili in nodi trave-colonna saldati: ruolo del pannello d'anima del giunto 97
A new dissipative bracing system for seismic upgrading of existing structures 97
Nativity Church narthex: A non-linear FEM procedure for the diagnosis of a structural damage 97
Innovative Systems for Seismic Protection of Precast Industrial Buildings 95
Seismic Performance Assessment of a Non-Ductile RC Building Retrofitted by Steel Bracing or Fiber-Reinforced Polymers 94
Seismic assessment and selective retrofitting of an underdesigned RC frame 93
Seismic protection of R/C structures by a new dissipative bracing system 93
A structural paradox in the Church of the Nativity: FE static analyses 93
Adaptive NURBS based local failure analyses of retrofitted masonry aggregates 93
Trasmissione di vibrazioni originate dal transito di convogli metropolitani 92
Seismic Rehabilitation of a Three-Storey R/C Flat-Slab Prototype Structure Using Different Techniques 92
Seismic protection of R/C structures by a new dissipative bracing system 92
Totale 13.004
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Categoria #
all - tutte 63.486
article - articoli 24.054
book - libri 522
conference - conferenze 34.529
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 4.381
Totale 126.972
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.302 0 0 0 0 0 142 156 166 142 161 163 372
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
2025/20265.478 1.423 1.951 548 979 525 52 0 0 0 0 0 0
Totale 20.404