IRIS
VECCHI, FRANCESCA
 Distribuzione geografica
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Continente #
NA - Nord America 1.230
EU - Europa 1.120
AS - Asia 840
SA - Sud America 68
OC - Oceania 31
AF - Africa 13
Totale 3.302
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Nazione #
US - Stati Uniti d'America 1.206
IT - Italia 359
SG - Singapore 321
CN - Cina 277
IE - Irlanda 264
SE - Svezia 195
NL - Olanda 72
TR - Turchia 67
BR - Brasile 56
IN - India 38
AU - Australia 30
BE - Belgio 29
DE - Germania 29
HK - Hong Kong 27
FI - Finlandia 22
GB - Regno Unito 21
CA - Canada 19
ES - Italia 19
JP - Giappone 19
CH - Svizzera 18
PH - Filippine 17
ID - Indonesia 15
RU - Federazione Russa 14
BG - Bulgaria 12
KR - Corea 12
FR - Francia 11
IR - Iran 10
SA - Arabia Saudita 10
SK - Slovacchia (Repubblica Slovacca) 9
NO - Norvegia 8
PL - Polonia 8
MY - Malesia 7
PT - Portogallo 7
PE - Perù 6
UA - Ucraina 6
EG - Egitto 5
CI - Costa d'Avorio 3
GR - Grecia 3
NP - Nepal 3
AR - Argentina 2
AT - Austria 2
DZ - Algeria 2
EC - Ecuador 2
IQ - Iraq 2
KE - Kenya 2
LK - Sri Lanka 2
LT - Lituania 2
MX - Messico 2
PK - Pakistan 2
RO - Romania 2
AE - Emirati Arabi Uniti 1
AZ - Azerbaigian 1
BD - Bangladesh 1
BY - Bielorussia 1
CL - Cile 1
CZ - Repubblica Ceca 1
DK - Danimarca 1
GT - Guatemala 1
HR - Croazia 1
HU - Ungheria 1
JM - Giamaica 1
JO - Giordania 1
KW - Kuwait 1
LA - Repubblica Popolare Democratica del Laos 1
LB - Libano 1
LV - Lettonia 1
NZ - Nuova Zelanda 1
OM - Oman 1
PA - Panama 1
RS - Serbia 1
SI - Slovenia 1
TJ - Tagikistan 1
TN - Tunisia 1
UZ - Uzbekistan 1
VE - Venezuela 1
VN - Vietnam 1
Totale 3.302
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Città #
Dublin 261
Singapore 229
Chandler 222
Santa Clara 169
Ashburn 107
Ann Arbor 58
Boardman 54
Parma 52
Shanghai 52
Beijing 48
Dearborn 44
Princeton 42
Izmir 32
Nanjing 31
Wilmington 24
Brussels 23
Des Moines 22
Helsinki 20
Milan 20
Adelaide 19
Changsha 19
Verona 15
Hong Kong 14
Chioggia 12
Moscow 12
Los Angeles 11
Rome 11
The Dalles 11
Toronto 11
Turin 11
Alcoy 10
Bologna 10
Columbus 10
Fairfield 10
Jinan 10
Tokyo 10
Bari 9
Bratislava 9
Dalseo-gu 9
Myakka City 9
New York 9
Shenyang 9
Zurich 9
Calamba 8
Chicago 8
Guangzhou 8
Hyderabad 8
Nanchang 8
Ankara 7
Derby 7
Hangzhou 7
Hebei 7
Kunming 7
Melbourne 7
Padova 7
Redwood City 7
Seattle 7
Southampton 7
Tampa 7
Barcelona 6
Brescia 6
Hefei 6
Jakarta 6
Asyut 5
Delft 5
Frankfurt am Main 5
Gorgo al Monticano 5
Hung Hom 5
Kocaeli 5
Kuala Lumpur 5
Lima 5
London 5
Malnate 5
Ottawa 5
Pescara 5
Tappahannock 5
Vignola 5
Casalecchio di Reno 4
Cascais 4
Chennai 4
Collecchio 4
Fidenza 4
Istanbul 4
Jiaxing 4
Kagoya 4
Pietrasanta 4
San Mateo 4
Stockholm 4
São Paulo 4
Tehran 4
Xi'an 4
Zagarolo 4
Abidjan 3
Adana 3
Atlanta 3
Cagliari 3
Ferrara 3
Fremont 3
Lausanne 3
Lund 3
Totale 2.074
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Nome #
Flexural Tests on Prestressed Beams Exposed to Natural Chloride Action. 209
Mechanical Properties of Concretes Containing Biochar and Recycled Plastic Aggregate 178
Biochar from wood waste as additive for structural concrete 145
Implementation of Steel Constitutive Model Including Buckling in Parc_CL 2.1 Crack Model 132
Development of innovative circular cementitious materials containing waste 122
Evaluation of The Residual Life of Corroded Prestressed Concrete Beams. 117
Corrosion effects in prestressed concrete beams: Experimental test and non-linear finite element analysis 109
Durability of reinforced concrete containing biochar 107
Ultimate chord rotation of corroded reinforced concrete columns subjected to cyclic loading 91
PARAMETRIC ANALYSIS ON PUNCHING SHEAR RESISTANCE OF REINFORCED CONCRETE CONTINUOUS SLABS 82
Dependency of punching shear resistance and membrane action on boundary conditions of reinforced concrete continuous slabs 78
Alcuni studi sul comportamento non lineare dei diaframmi di edifici a telaio esistenti in CA 78
Mechanical behaviour of corroded strands under chloride attack: A new constitutive law 74
Interaction between Longitudinal Bending Moment and Transverse Shear Strength in RC Deck Slabs of Hollow Box Bridges 72
A crack model for corroded reinforced concrete elements subject to cyclic loading 70
Implementazione del fenomeno del bucklig delle armature soggette a carichi ciclici nel modello fessurativo PARC_CL2.0 70
Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia 70
EVALUATION OF THE SEISMIC VULNERABILITY OF EXISTING PRE-CODE RC CORE STRUCTURAL SYSTEMS THROUGH NON-LINEAR PUSHOVER ANALYSES 69
Corrosion morphology of prestressing steel strands in naturally corroded PC beams 68
Capacity assessment of multi-storey RC walls 66
Tecniche di modellazione non-lineare di edifici a telaio esistenti in c.a.: il caso-studio dell’edificio scolastico De Gasperi-Battaglia di Norcia 65
Experimental tests on shear capacity of naturally corroded prestressed beams 63
Analytical method for the evaluation of the residual service life of prestressed concrete beams subjected to corrosion deterioration 60
Non-linear structural analyses of prestressed concrete girders: tools and safety formats 59
PARC_CL 2.0 crack model for NLFEA of reinforced concrete structures under cyclic loadings 58
Capacity assessment of existing rc columns 54
Durability of Reinforced Concrete Containing Biochar and Recycled Polymers 53
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 53
PARC_CL 2.1: Modelling of the Time-Dependent Behaviour of Reinforced Concrete Slabs. 52
Il fenomeno del buckling implementato nel modello fessurativo PARC_CL 2.1 52
Nonlinear static and dynamic finite element analyses of reinforced concrete shear walls using PARC_CL crack model 52
The PARC_CL 2.1 crack model for reinforced concrete elements subjected to corrosion and long-term effects. 52
Modelling of Time-Dependent Effects of Reinforced Concrete Flat Slabs 49
Variability in section loss and maximum pit depth of corroded prestressing wires 48
Seismic Risk Assessment of Existing RC Frame-Buildings with Shear Walls 46
Studies on the non-linear behavior of diaphragms of existing RC frames 46
Pushover analysis of reinforced concrete framed structures: comparison between response obtained using beam or multi-layered shell elements 46
NUMERICAL EVALUATION OF THE CORROSION EFFECTS IN PRESTRESSED CONCRETE BEAMS WITHOUT SHEAR REINFORCEMENT 44
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 44
The PARC_CL 2.1 Crack Model for NLFEA of Reinforced Concrete Elements Subjected to Corrosion Deterioration 40
Seismic Risk Assessment of Existing RC Frame-Shear Wall Buildings 40
Validation of the PARC_CL 2.0 Crack Model by the Cyclic Tests of 1/13 Scale Nuclear Containment Structures 38
NLFEA of reinforced concrete shear walls under cyclic loading by means of PARC_CL2.0 crack model 37
Modelling of Time-Dependent Behaviour of Corroded Reinforced Concrete Elements 37
SCPS-Model: a Simplified Stress-Strain Model for Corroded Prestressing Strands 36
Simulation of monotonic, static and dynamic response of RC squat walls by means of PARC_CL 2.0 crack model 36
Numerical prediction of multi-storey reinforced concrete walls by static and dynamic analysis using the PARC_CL 2.0 crack model 35
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 34
Verification of deflections and cracking of RC flat slabs with numerical and analytical approaches 29
Seismic fragility assessment for an existing RC frame-wall dual system building with corroded bars 28
null 27
Durability of reinforced concretes containing biochar and recycled polymers 18
Totale 3.438
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Categoria #
all - tutte 15.559
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 15.559
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201 0 0 0 0 0 0 0 0 0 0 0 1
2020/2021156 18 3 5 3 7 4 20 18 21 41 6 10
2021/2022326 14 4 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
2024/2025998 20 89 91 103 111 181 48 49 132 131 43 0
Totale 3.438