IRIS
VECCHI, FRANCESCA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 2.404
AS - Asia 2.098
EU - Europa 1.421
SA - Sud America 244
Continente sconosciuto - Info sul continente non disponibili 139
AF - Africa 109
OC - Oceania 39
Totale 6.454
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 2.333
SG - Singapore 766
CN - Cina 468
IT - Italia 435
VN - Vietnam 266
IE - Irlanda 264
SE - Svezia 200
HK - Hong Kong 187
BR - Brasile 163
FR - Francia 84
NL - Olanda 81
TR - Turchia 76
IN - India 73
ZA - Sudafrica 69
DE - Germania 65
GB - Regno Unito 58
AU - Australia 37
CA - Canada 37
BD - Bangladesh 35
JP - Giappone 34
FI - Finlandia 32
ES - Italia 30
BE - Belgio 29
AR - Argentina 26
PH - Filippine 24
ID - Indonesia 23
MY - Malesia 21
CH - Svizzera 19
KR - Corea 17
MX - Messico 16
PL - Polonia 16
RU - Federazione Russa 16
SA - Arabia Saudita 16
EC - Ecuador 14
IQ - Iraq 14
BG - Bulgaria 13
UZ - Uzbekistan 13
CO - Colombia 12
EG - Egitto 11
IR - Iran 11
NO - Norvegia 11
UA - Ucraina 11
SK - Slovacchia (Repubblica Slovacca) 10
VE - Venezuela 10
PE - Perù 9
PK - Pakistan 9
TH - Thailandia 9
PT - Portogallo 8
LT - Lituania 7
AT - Austria 6
CI - Costa d'Avorio 5
KE - Kenya 5
NP - Nepal 5
AE - Emirati Arabi Uniti 4
CL - Cile 4
IL - Israele 4
JM - Giamaica 4
BO - Bolivia 3
DZ - Algeria 3
GR - Grecia 3
HN - Honduras 3
HR - Croazia 3
IS - Islanda 3
LB - Libano 3
MA - Marocco 3
OM - Oman 3
PY - Paraguay 3
TN - Tunisia 3
TW - Taiwan 3
CR - Costa Rica 2
DO - Repubblica Dominicana 2
ET - Etiopia 2
GT - Guatemala 2
HU - Ungheria 2
JO - Giordania 2
LK - Sri Lanka 2
LV - Lettonia 2
RO - Romania 2
SI - Slovenia 2
TJ - Tagikistan 2
XK - ???statistics.table.value.countryCode.XK??? 2
AL - Albania 1
AO - Angola 1
AZ - Azerbaigian 1
BB - Barbados 1
BF - Burkina Faso 1
BN - Brunei Darussalam 1
BY - Bielorussia 1
CG - Congo 1
CZ - Repubblica Ceca 1
DK - Danimarca 1
EE - Estonia 1
GE - Georgia 1
GP - Guadalupe 1
KW - Kuwait 1
KZ - Kazakistan 1
LA - Repubblica Popolare Democratica del Laos 1
LY - Libia 1
MD - Moldavia 1
ME - Montenegro 1
Totale 6.304
Salva come PNG Salva come JPEG
Città #
Singapore 421
Ashburn 332
San Jose 300
Dublin 261
Santa Clara 223
Chandler 222
Hong Kong 168
Beijing 125
Ho Chi Minh City 89
Dallas 81
Boardman 76
Council Bluffs 75
Johannesburg 66
Hanoi 62
Ann Arbor 58
Parma 55
Shanghai 55
Los Angeles 47
Lauterbourg 45
Dearborn 44
Princeton 42
Izmir 33
New York 33
Nanjing 31
Wilmington 25
Brussels 23
Milan 23
Des Moines 22
Helsinki 22
Changsha 20
Munich 20
São Paulo 20
Adelaide 19
Tokyo 18
Columbus 17
Frankfurt am Main 17
Buffalo 16
Kuala Lumpur 16
Turin 16
Haiphong 15
Verona 15
Rome 14
Toronto 14
Chioggia 12
Moscow 12
Phoenix 12
The Dalles 12
Bari 11
London 11
Orem 11
Tashkent 11
Alcoy 10
Atlanta 10
Bologna 10
Bratislava 10
Chicago 10
Fairfield 10
Jinan 10
Seattle 10
Tampa 10
Warsaw 10
Brooklyn 9
Dalseo-gu 9
Guangzhou 9
Hyderabad 9
Myakka City 9
Rio de Janeiro 9
Shenyang 9
Zurich 9
Ankara 8
Basingstoke 8
Calamba 8
Chennai 8
Hefei 8
Houston 8
Nanchang 8
Stockholm 8
Turku 8
Baghdad 7
Barcelona 7
Can Tho 7
Da Nang 7
Denver 7
Derby 7
Dhaka 7
Florence 7
Hangzhou 7
Hebei 7
Istanbul 7
Jakarta 7
Kunming 7
Melbourne 7
Padova 7
Redwood City 7
San Francisco 7
Southampton 7
Brescia 6
Fidenza 6
Lima 6
Manchester 6
Totale 3.782
Salva come PNG Salva come JPEG
Nome #
Flexural Tests on Prestressed Beams Exposed to Natural Chloride Action. 294
Mechanical Properties of Concretes Containing Biochar and Recycled Plastic Aggregate 268
Biochar from wood waste as additive for structural concrete 250
Implementation of Steel Constitutive Model Including Buckling in Parc_CL 2.1 Crack Model 206
Development of innovative circular cementitious materials containing waste 192
Durability of reinforced concrete containing biochar 182
Evaluation of The Residual Life of Corroded Prestressed Concrete Beams. 179
Corrosion effects in prestressed concrete beams: Experimental test and non-linear finite element analysis 167
Mechanical behaviour of corroded strands under chloride attack: A new constitutive law 155
Ultimate chord rotation of corroded reinforced concrete columns subjected to cyclic loading 152
Alcuni studi sul comportamento non lineare dei diaframmi di edifici a telaio esistenti in CA 147
Dependency of punching shear resistance and membrane action on boundary conditions of reinforced concrete continuous slabs 145
A crack model for corroded reinforced concrete elements subject to cyclic loading 141
EVALUATION OF THE SEISMIC VULNERABILITY OF EXISTING PRE-CODE RC CORE STRUCTURAL SYSTEMS THROUGH NON-LINEAR PUSHOVER ANALYSES 138
PARAMETRIC ANALYSIS ON PUNCHING SHEAR RESISTANCE OF REINFORCED CONCRETE CONTINUOUS SLABS 137
Capacity assessment of existing rc columns 131
Analytical method for the evaluation of the residual service life of prestressed concrete beams subjected to corrosion deterioration 131
Capacity assessment of multi-storey RC walls 130
Experimental tests on shear capacity of naturally corroded prestressed beams 129
Interaction between Longitudinal Bending Moment and Transverse Shear Strength in RC Deck Slabs of Hollow Box Bridges 129
Corrosion morphology of prestressing steel strands in naturally corroded PC beams 128
Implementazione del fenomeno del bucklig delle armature soggette a carichi ciclici nel modello fessurativo PARC_CL2.0 127
Modelling of Time-Dependent Effects of Reinforced Concrete Flat Slabs 120
Tecniche di modellazione non-lineare di edifici a telaio esistenti in c.a.: il caso-studio dell’edificio scolastico De Gasperi-Battaglia di Norcia 119
Durability of Reinforced Concrete Containing Biochar and Recycled Polymers 118
Non-linear structural analyses of prestressed concrete girders: tools and safety formats 118
PARC_CL 2.0 crack model for NLFEA of reinforced concrete structures under cyclic loadings 116
Seismic Risk Assessment of Existing RC Frame-Buildings with Shear Walls 113
PARC_CL 2.1: Modelling of the Time-Dependent Behaviour of Reinforced Concrete Slabs. 112
Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia 111
Validation of the PARC_CL 2.0 crack model for the assessment of the nonlinear behaviour of RC structures subjected to seismic action: SMART 2013 shaking table test simulation 104
SCPS-Model: a Simplified Stress-Strain Model for Corroded Prestressing Strands 102
Modelling of Time-Dependent Behaviour of Corroded Reinforced Concrete Elements 102
Il fenomeno del buckling implementato nel modello fessurativo PARC_CL 2.1 101
Nonlinear static and dynamic finite element analyses of reinforced concrete shear walls using PARC_CL crack model 100
Pushover analysis of reinforced concrete framed structures: comparison between response obtained using beam or multi-layered shell elements 99
The PARC_CL 2.1 crack model for reinforced concrete elements subjected to corrosion and long-term effects. 98
The PARC_CL 2.1 Crack Model for NLFEA of Reinforced Concrete Elements Subjected to Corrosion Deterioration 95
Variability in section loss and maximum pit depth of corroded prestressing wires 91
Seismic fragility assessment for an existing RC frame-wall dual system building with corroded bars 88
Validation of the PARC_CL 2.0 Crack Model by the Cyclic Tests of 1/13 Scale Nuclear Containment Structures 86
NUMERICAL EVALUATION OF THE CORROSION EFFECTS IN PRESTRESSED CONCRETE BEAMS WITHOUT SHEAR REINFORCEMENT 86
NLFEA of reinforced concrete shear walls under cyclic loading by means of PARC_CL2.0 crack model 86
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 82
Simulation of monotonic, static and dynamic response of RC squat walls by means of PARC_CL 2.0 crack model 82
Seismic Risk Assessment of Existing RC Frame-Shear Wall Buildings 80
Studies on the non-linear behavior of diaphragms of existing RC frames 76
Verification of deflections and cracking of RC flat slabs with numerical and analytical approaches 74
Durability of reinforced concretes containing biochar and recycled polymers 71
Numerical prediction of multi-storey reinforced concrete walls by static and dynamic analysis using the PARC_CL 2.0 crack model 65
Previsione della risposta di pareti in CA multipiano tramite analisi ad elementi finiti non lineari statiche e dinamiche condotte con il modello fessurativo PARC_CL2.0 64
null 27
PARC_CL 2.1 crack model for the capacity assessment of new and existing reinforced concrete structures using non-linear finite element analysis 10
Totale 6.454
Salva come PNG Salva come JPEG
Categoria #
all - tutte 24.360
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 24.360
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022308 0 0 9 24 20 6 64 27 31 13 6 108
2022/20231.017 104 106 58 51 79 101 15 62 327 15 71 28
2023/2024645 30 48 56 27 45 148 59 41 41 36 48 66
2024/20251.289 20 89 91 103 111 181 48 49 132 131 98 236
2025/20262.408 267 207 296 156 298 164 298 77 327 191 73 54
2026/2027317 68 149 100 0 0 0 0 0 0 0 0 0
Totale 6.454