IRIS
DI CARLO, FABIO
 Distribuzione geografica
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Continente #
NA - Nord America 9.648
AS - Asia 2.075
EU - Europa 1.537
SA - Sud America 247
AF - Africa 32
OC - Oceania 19
Continente sconosciuto - Info sul continente non disponibili 2
Totale 13.560
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Nazione #
US - Stati Uniti d'America 9.580
SG - Singapore 1.012
IT - Italia 598
CN - Cina 421
RU - Federazione Russa 208
BR - Brasile 187
HK - Hong Kong 183
IE - Irlanda 136
VN - Vietnam 128
DE - Germania 101
FR - Francia 101
JP - Giappone 90
UA - Ucraina 88
GB - Regno Unito 76
KR - Corea 60
IN - India 58
PL - Polonia 49
CA - Canada 41
NL - Olanda 41
FI - Finlandia 33
SE - Svezia 30
AR - Argentina 18
ES - Italia 18
IR - Iran 17
BD - Bangladesh 16
MX - Messico 15
TR - Turchia 15
IQ - Iraq 12
ZA - Sudafrica 12
EC - Ecuador 10
NZ - Nuova Zelanda 10
PE - Perù 10
SA - Arabia Saudita 10
AU - Australia 9
BE - Belgio 9
PH - Filippine 9
ID - Indonesia 8
PT - Portogallo 8
DK - Danimarca 7
AT - Austria 6
CO - Colombia 6
CL - Cile 5
DZ - Algeria 5
GR - Grecia 5
PK - Pakistan 5
PY - Paraguay 5
CH - Svizzera 4
KZ - Kazakistan 4
TH - Thailandia 4
AL - Albania 3
CZ - Repubblica Ceca 3
EG - Egitto 3
IL - Israele 3
NG - Nigeria 3
RO - Romania 3
TT - Trinidad e Tobago 3
UZ - Uzbekistan 3
VE - Venezuela 3
AE - Emirati Arabi Uniti 2
BY - Bielorussia 2
DO - Repubblica Dominicana 2
HN - Honduras 2
LK - Sri Lanka 2
MY - Malesia 2
NP - Nepal 2
OM - Oman 2
SY - Repubblica araba siriana 2
TN - Tunisia 2
UY - Uruguay 2
A1 - Anonimo 1
AZ - Azerbaigian 1
BB - Barbados 1
BO - Bolivia 1
BZ - Belize 1
CD - Congo 1
CI - Costa d'Avorio 1
CR - Costa Rica 1
CY - Cipro 1
DM - Dominica 1
EE - Estonia 1
ET - Etiopia 1
EU - Europa 1
GA - Gabon 1
HR - Croazia 1
HU - Ungheria 1
JM - Giamaica 1
KE - Kenya 1
LB - Libano 1
LT - Lituania 1
LV - Lettonia 1
MA - Marocco 1
MT - Malta 1
PS - Palestinian Territory 1
SC - Seychelles 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
TW - Taiwan 1
Totale 13.560
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Città #
Wilmington 2.615
Houston 2.291
Woodbridge 1.843
Singapore 430
Fairfield 314
San Jose 251
Ashburn 247
Chandler 225
Rome 188
Beijing 178
Hong Kong 174
Ann Arbor 144
Dublin 135
Seattle 128
Cambridge 110
Medford 94
Dearborn 93
Tokyo 81
Santa Clara 77
The Dalles 61
Council Bluffs 55
Jacksonville 51
Los Angeles 51
Lauterbourg 44
Lawrence 44
Milan 38
New York 38
Ho Chi Minh City 36
Moscow 35
Buffalo 32
Kraków 32
Hanoi 27
Shanghai 27
Zhengzhou 27
Hangzhou 25
San Diego 22
São Paulo 20
Dallas 19
London 18
North Bergen 17
Pune 17
Del Norte 16
Montreal 16
Redondo Beach 15
Frankfurt am Main 14
Helsinki 14
Munich 14
Seoul 14
Warsaw 14
Naples 13
Toronto 13
Chicago 12
Creede 12
Florence 10
Orem 10
Redwood City 10
Salt Lake City 10
Brussels 9
Denver 9
Zagarolo 9
Bari 8
Chennai 8
Hefei 8
Lima 8
Mumbai 8
Southampton 8
Central District 7
Madrid 7
Nuremberg 7
Padova 7
Quito 7
Amsterdam 6
Bologna 6
Brisbane 6
Brooklyn 6
Kunming 6
Menlo Park 6
Nanjing 6
Norwalk 6
Padua 6
San Francisco 6
Atlanta 5
Auckland 5
Belo Horizonte 5
Columbus 5
Da Nang 5
Dhaka 5
Johannesburg 5
Monte Vista 5
Mountain View 5
Phoenix 5
Rio de Janeiro 5
Riyadh 5
Wuhan 5
Altamura 4
Ankara 4
Athens 4
Baghdad 4
Barletta 4
Biên Hòa 4
Totale 10.820
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Nome #
Design procedure for precast fibre-reinforced concrete segments in tunnel lining construction 508
Numerical cyclic behaviour of un-corroded and corroded RC columns reinforced with HPFRC jacket 480
Collapse displacements for a mechanism of spreading-induced supports in a masonry arch 474
Force reduction factor for out-of-plane simple mechanisms of masonry structures 454
A reformulation of a multi-axial failure criterion for the concrete 453
Numerical modelling of corroded RC columns repaired with high performance fiber reinforced concrete jacket 448
Wind strength of gothic cathedrals 444
Numerical evaluation of the corrosion influence on the cyclic behaviour of RC columns 429
Seismic behaviour of rocking elements reinforced with composite materials 428
Vulnerability of masonry arches under increasing embrace displacements 421
Minimum thrust and minimum thickness of hemispherical masonry domes 409
Strength of cracked masonry buttresses under horizontal loads 408
Rocking mechanism of masonry portals with circular arches 407
Fattore di struttura per elementi in muratura sollecitati fuori dal piano 397
In-plane strength under seismic forces of multi-storey masonry walls reinforced by steel ties 396
Rocking in presence of cracking of masonry wall piers 369
Influenza della deformabilità sulla risposta dinamica di elementi in muratura sollecitati fuori dal piano 368
Strength reduction factor for out-of-plane failure mechanisms of masonry walls 365
Collapse state of multi-storey masonry walls reinforced by steel ties subjected to in-plane horizontal loads 364
Collapse load of a masonry arch after actual displacements of the supports 340
Dynamics of masonry pointed arches under base motion 332
Evaluation of the bearing capacity of fiber reinforced concrete sections under fire exposure 285
Seismic retrofitting of masonry rocking elements with composite rebars 278
Dynamic response of rocking cracked masonry walls 267
Influence of the displacement of the supports on the collapse behavior of masonry semi-circular arches 241
Analytical modelling of RC members subjected to reinforcing bar corrosion and buckling 241
Plastic analysis of masonry arches reinforced with FRCM under vertical and horizontal forces 207
Dynamic response of rocking masonry circular arches 165
Impacts analysis in the rocking of masonry circular arches 165
Masonry Walls Retrofitted with Vertical FRP Rebars 162
Safety assessment of existing post-war reinforced concrete bridges. The case study of ‘Gerber girders' bridges in Italy 140
Collapse state of elliptical masonry arches after finite displacements of the supports 137
Safety Check Procedures of Fiber Reinforced Concrete Curbs for Bridge Slabs 135
Influence of corrosion on the flexural behavior of corroded reinforced concrete beams 130
Rocking of masonry frames reinforced with elasto-brittle rebars 129
Influence of localized corrosion on the experimental response of R.C. columns under horizontal actions 124
Satellite radar interferometry: potential and limitations for structural assessment and monitoring 120
Cracking behavior of steel fiber‐reinforced concrete members subjected to pure tension 113
Testing and modelling the flexural response of reinforced concrete beams affected by pitting corrosion 98
Techniques for structural assessment based on MT-DInSAR data, applied to the San Michele complex in Rome 90
Influence of localised corrosion on the cyclic response of reinforced concrete columns 83
The Gerber bridges in Italy: retracing history to safeguarding existing infrastructures 80
Structural behaviour of Gerber half-joints subjected to steel corrosion 78
Cracking Behavior of GFRP-Reinforced Concrete Members Subjected to Pure Tension 77
An application of the DInSAR technique for the structural monitoring of the “Vittorino da Feltre” school building in Rome 77
Algorithms for large-scale quasi-real time monitoring of architectural and cultural heritage based on MT-DInSAR Data 75
A methodology for the evaluation of morphology-based constitutive laws of corroded steel rebars 74
The Slender Rigid Block: Archetype for the Seismic Analysis of Masonry Structures 73
On the integration of multi-temporal synthetic aperture radar interferometry products and historical surveys data for buildings structural monitoring 73
Modelling strategies for the numerical simulation of the behaviour of corroded rc columns under cyclic loads 72
Experimental evaluation of the corrosion influence on the structural response of Gerber half-joints 71
GIS integration of DInSAR measurements, geological investigation and historical surveys for the structural monitoring of buildings and infrastructures: an application to the valco San Paolo urban area of Rome 70
Influenza della corrosione sul comportamento ciclico di pilastri in c.a. 70
On the DInSAR technique for the structural monitoring of modern existing bridges 68
Analysis of failure mechanisms of Gerber half-joint specimens through digital image correlation technique 65
Laboratory testing and SHM of a prestressed concrete beam under accelerated artificial corrosion and sustained loads 65
Experimental evaluation of the non-linear nehavior of existing GerberhHalf-joints in presence of corrosion 65
Structural performance of corroded R.C. beams 64
Collapse of Elliptical Masonry Arch Induced by Actual Displacements of the Supports 64
Damage assessment through the use of SBAS-DInsar data: an application to the “Vittorino da Feltre” Masonry School building in Rome 62
The use of MT-DInSAR data for the safety assessment and monitoring of structures and infrastructures: the case study of “Torri Stellari” in Rome 61
Structural monitoring of a masonry hydraulic infrastructure in Rome: GIS integration of SAR data, geological investigation and historical surveys 58
On the influence of corrosion levels in the dynamic behavior of pretensioned concrete structural elements 57
Metrological evaluation of new industrial SHM systems based on MEMS and microcontrollers 56
Rocking of cracked masonry walls under constant impulse acceleration 55
Structural behavior of PC beams under simultaneous corrosion and sustained loads 54
Experimental behavior of prestressed concrete beams under simultaneous sustained loading and corrosion 53
Analytical modelling strategies comparison to predict the structural behaviour of corroded reinforced concrete beams 25
Structural monitoring based on mt-dinsar data: an application to the “ansa del Tevere” bridge 24
Experimental flexural response of prestressed concrete beams with corroded strands 21
Bridge displacement analysis adopting satellite-based monitoring techniques 20
Analysis of flexural behaviour of corroded RC beams through experimental tests with DIC 20
Implementation of an experimental database for new phenomenological degradation laws for corroded steel rebars 17
Flexural response of reinforced concrete beams affected by internal swelling reactions: analysis and interpretation of experimental studies 17
Experimental survey on corroded reinforced concrete and prestressed concrete beams 16
Bridge vertical deflection evaluation using clinometers data obtained by Micro Electro-Mechanical Systems (MEMS) sensors 16
The collapse settlement displacement: a kinematic approach for symmetric semicircular masonry arches 15
Performance assessment of corroded PC beam elements 13
Validation of MODELCODE 2020 approach for corroded rebars in R.C. beam elements 12
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Totale 13.978
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Categoria #
all - tutte 39.587
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 39.587
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021121 0 0 0 0 0 0 0 0 0 57 56 8
2021/2022451 46 23 12 15 8 21 20 18 92 48 25 123
2022/2023730 62 50 35 62 74 159 51 79 77 12 42 27
2023/2024369 29 6 23 15 40 72 20 11 24 4 81 44
2024/20251.603 36 269 166 113 59 143 99 76 155 130 221 136
2025/20262.339 231 86 283 158 192 97 392 237 391 272 0 0
Totale 13.978