IRIS
VECCHI, FRANCESCA
 Distribuzione geografica
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Continente #
NA - Nord America 2.169
AS - Asia 2.077
EU - Europa 1.404
SA - Sud America 233
AF - Africa 106
OC - Oceania 39
Continente sconosciuto - Info sul continente non disponibili 2
Totale 6.030
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Nazione #
US - Stati Uniti d'America 2.109
SG - Singapore 762
CN - Cina 467
IT - Italia 428
VN - Vietnam 265
IE - Irlanda 264
SE - Svezia 200
HK - Hong Kong 184
BR - Brasile 161
FR - Francia 84
NL - Olanda 81
TR - Turchia 76
IN - India 71
ZA - Sudafrica 69
DE - Germania 64
GB - Regno Unito 52
AU - Australia 37
CA - Canada 35
BD - Bangladesh 33
JP - Giappone 33
FI - Finlandia 32
ES - Italia 30
BE - Belgio 29
AR - Argentina 25
ID - Indonesia 23
PH - Filippine 23
CH - Svizzera 19
MY - Malesia 19
KR - Corea 16
PL - Polonia 16
RU - Federazione Russa 16
SA - Arabia Saudita 16
MX - Messico 15
IQ - Iraq 14
BG - Bulgaria 13
UZ - Uzbekistan 13
EC - Ecuador 12
EG - Egitto 11
IR - Iran 11
NO - Norvegia 11
UA - Ucraina 11
SK - Slovacchia (Repubblica Slovacca) 10
VE - Venezuela 10
PK - Pakistan 9
CO - Colombia 8
PE - Perù 8
PT - Portogallo 8
TH - Thailandia 8
LT - Lituania 7
AT - Austria 6
CI - Costa d'Avorio 5
NP - Nepal 5
AE - Emirati Arabi Uniti 4
CL - Cile 4
IL - Israele 4
KE - Kenya 4
DZ - Algeria 3
GR - Grecia 3
HR - Croazia 3
LB - Libano 3
MA - Marocco 3
PY - Paraguay 3
TN - Tunisia 3
TW - Taiwan 3
BO - Bolivia 2
DO - Repubblica Dominicana 2
ET - Etiopia 2
HU - Ungheria 2
JM - Giamaica 2
JO - Giordania 2
LK - Sri Lanka 2
LV - Lettonia 2
OM - Oman 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
BN - Brunei Darussalam 1
BY - Bielorussia 1
CG - Congo 1
CR - Costa Rica 1
CZ - Repubblica Ceca 1
DK - Danimarca 1
EE - Estonia 1
GP - Guadalupe 1
GT - Guatemala 1
KW - Kuwait 1
KZ - Kazakistan 1
LA - Repubblica Popolare Democratica del Laos 1
MD - Moldavia 1
ME - Montenegro 1
MK - Macedonia 1
NA - Namibia 1
NG - Nigeria 1
NZ - Nuova Zelanda 1
PA - Panama 1
Totale 6.023
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Città #
Singapore 418
Ashburn 326
Dublin 261
San Jose 254
Chandler 222
Santa Clara 183
Hong Kong 165
Beijing 125
Ho Chi Minh City 88
Dallas 81
Boardman 76
Johannesburg 66
Hanoi 62
Ann Arbor 58
Shanghai 55
Parma 53
Los Angeles 47
Lauterbourg 45
Dearborn 44
Princeton 42
Izmir 33
New York 33
Nanjing 31
Wilmington 25
Brussels 23
Des Moines 22
Helsinki 22
Milan 22
Changsha 20
Munich 20
São Paulo 20
Adelaide 19
Tokyo 18
Columbus 17
Frankfurt am Main 17
Turin 16
Haiphong 15
Kuala Lumpur 15
Verona 15
Buffalo 14
Rome 14
Toronto 14
Chioggia 12
Moscow 12
Bari 11
Orem 11
Tashkent 11
The Dalles 11
Alcoy 10
Atlanta 10
Bologna 10
Bratislava 10
Chicago 10
Fairfield 10
Jinan 10
London 10
Seattle 10
Tampa 10
Warsaw 10
Dalseo-gu 9
Guangzhou 9
Hyderabad 9
Myakka City 9
Rio de Janeiro 9
Shenyang 9
Zurich 9
Ankara 8
Basingstoke 8
Brooklyn 8
Calamba 8
Chennai 8
Hefei 8
Nanchang 8
Stockholm 8
Turku 8
Baghdad 7
Barcelona 7
Can Tho 7
Da Nang 7
Derby 7
Florence 7
Hangzhou 7
Hebei 7
Istanbul 7
Jakarta 7
Kunming 7
Melbourne 7
Padova 7
Phoenix 7
Redwood City 7
San Francisco 7
Southampton 7
Brescia 6
Council Bluffs 6
Denver 6
Dhaka 6
Fidenza 6
Ottawa 6
Abidjan 5
Asyut 5
Totale 3.594
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Nome #
Flexural Tests on Prestressed Beams Exposed to Natural Chloride Action. 291
Mechanical Properties of Concretes Containing Biochar and Recycled Plastic Aggregate 246
Biochar from wood waste as additive for structural concrete 236
Implementation of Steel Constitutive Model Including Buckling in Parc_CL 2.1 Crack Model 201
Development of innovative circular cementitious materials containing waste 186
Durability of reinforced concrete containing biochar 175
Evaluation of The Residual Life of Corroded Prestressed Concrete Beams. 175
Corrosion effects in prestressed concrete beams: Experimental test and non-linear finite element analysis 163
Ultimate chord rotation of corroded reinforced concrete columns subjected to cyclic loading 150
Mechanical behaviour of corroded strands under chloride attack: A new constitutive law 148
Alcuni studi sul comportamento non lineare dei diaframmi di edifici a telaio esistenti in CA 144
Dependency of punching shear resistance and membrane action on boundary conditions of reinforced concrete continuous slabs 141
A crack model for corroded reinforced concrete elements subject to cyclic loading 136
PARAMETRIC ANALYSIS ON PUNCHING SHEAR RESISTANCE OF REINFORCED CONCRETE CONTINUOUS SLABS 133
EVALUATION OF THE SEISMIC VULNERABILITY OF EXISTING PRE-CODE RC CORE STRUCTURAL SYSTEMS THROUGH NON-LINEAR PUSHOVER ANALYSES 132
Analytical method for the evaluation of the residual service life of prestressed concrete beams subjected to corrosion deterioration 126
Capacity assessment of multi-storey RC walls 124
Capacity assessment of existing rc columns 124
Implementazione del fenomeno del bucklig delle armature soggette a carichi ciclici nel modello fessurativo PARC_CL2.0 122
Experimental tests on shear capacity of naturally corroded prestressed beams 122
Interaction between Longitudinal Bending Moment and Transverse Shear Strength in RC Deck Slabs of Hollow Box Bridges 121
Corrosion morphology of prestressing steel strands in naturally corroded PC beams 121
Tecniche di modellazione non-lineare di edifici a telaio esistenti in c.a.: il caso-studio dell’edificio scolastico De Gasperi-Battaglia di Norcia 118
Durability of Reinforced Concrete Containing Biochar and Recycled Polymers 112
Non-linear structural analyses of prestressed concrete girders: tools and safety formats 111
PARC_CL 2.0 crack model for NLFEA of reinforced concrete structures under cyclic loadings 108
PARC_CL 2.1: Modelling of the Time-Dependent Behaviour of Reinforced Concrete Slabs. 107
Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia 106
Seismic Risk Assessment of Existing RC Frame-Buildings with Shear Walls 104
Modelling of Time-Dependent Effects of Reinforced Concrete Flat Slabs 104
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 100
Il fenomeno del buckling implementato nel modello fessurativo PARC_CL 2.1 99
Modelling of Time-Dependent Behaviour of Corroded Reinforced Concrete Elements 97
SCPS-Model: a Simplified Stress-Strain Model for Corroded Prestressing Strands 96
Nonlinear static and dynamic finite element analyses of reinforced concrete shear walls using PARC_CL crack model 96
Pushover analysis of reinforced concrete framed structures: comparison between response obtained using beam or multi-layered shell elements 95
The PARC_CL 2.1 Crack Model for NLFEA of Reinforced Concrete Elements Subjected to Corrosion Deterioration 92
The PARC_CL 2.1 crack model for reinforced concrete elements subjected to corrosion and long-term effects. 91
Variability in section loss and maximum pit depth of corroded prestressing wires 87
Seismic fragility assessment for an existing RC frame-wall dual system building with corroded bars 84
Validation of the PARC_CL 2.0 Crack Model by the Cyclic Tests of 1/13 Scale Nuclear Containment Structures 83
NUMERICAL EVALUATION OF THE CORROSION EFFECTS IN PRESTRESSED CONCRETE BEAMS WITHOUT SHEAR REINFORCEMENT 83
NLFEA of reinforced concrete shear walls under cyclic loading by means of PARC_CL2.0 crack model 82
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 79
Simulation of monotonic, static and dynamic response of RC squat walls by means of PARC_CL 2.0 crack model 78
Seismic Risk Assessment of Existing RC Frame-Shear Wall Buildings 77
Studies on the non-linear behavior of diaphragms of existing RC frames 73
Verification of deflections and cracking of RC flat slabs with numerical and analytical approaches 71
Durability of reinforced concretes containing biochar and recycled polymers 64
Numerical prediction of multi-storey reinforced concrete walls by static and dynamic analysis using the PARC_CL 2.0 crack model 62
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 61
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 3
Totale 6.167
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Categoria #
all - tutte 23.038
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 23.038
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2024/20251.289 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
2026/202730 30 0 0 0 0 0 0 0 0 0 0 0
Totale 6.167