CORONELLI, DARIO ANGELO MARIA
 Distribuzione geografica
Continente #
EU - Europa 6.793
NA - Nord America 6.427
AS - Asia 4.072
SA - Sud America 1.102
AF - Africa 200
OC - Oceania 51
Continente sconosciuto - Info sul continente non disponibili 17
Totale 18.662
Nazione #
US - Stati Uniti d'America 6.145
IT - Italia 2.269
RU - Federazione Russa 1.911
SG - Singapore 1.524
CN - Cina 1.005
BR - Brasile 893
VN - Vietnam 423
GB - Regno Unito 394
UA - Ucraina 277
DE - Germania 258
SE - Svezia 219
AT - Austria 205
CA - Canada 201
NL - Olanda 197
ID - Indonesia 191
FI - Finlandia 178
FR - Francia 162
IN - India 156
JP - Giappone 128
IE - Irlanda 112
ES - Italia 107
BE - Belgio 104
TR - Turchia 89
KR - Corea 81
HK - Hong Kong 71
PL - Polonia 69
MA - Marocco 68
AR - Argentina 64
CH - Svizzera 59
PH - Filippine 57
BD - Bangladesh 52
IR - Iran 51
MX - Messico 44
PT - Portogallo 39
AU - Australia 36
RO - Romania 36
ZA - Sudafrica 36
AL - Albania 29
PY - Paraguay 29
IQ - Iraq 28
AE - Emirati Arabi Uniti 27
CO - Colombia 27
EC - Ecuador 27
GR - Grecia 26
TH - Thailandia 26
PE - Perù 24
PK - Pakistan 24
NO - Norvegia 23
EG - Egitto 22
CI - Costa d'Avorio 19
SK - Slovacchia (Repubblica Slovacca) 19
CL - Cile 17
HR - Croazia 17
MY - Malesia 16
SA - Arabia Saudita 15
JO - Giordania 14
NZ - Nuova Zelanda 14
EU - Europa 13
IL - Israele 13
KE - Kenya 13
RS - Serbia 13
CZ - Repubblica Ceca 11
DK - Danimarca 11
KZ - Kazakistan 11
TW - Taiwan 11
ET - Etiopia 10
BO - Bolivia 9
BY - Bielorussia 9
GE - Georgia 8
UZ - Uzbekistan 8
BJ - Benin 7
VE - Venezuela 7
CY - Cipro 6
DO - Repubblica Dominicana 6
HN - Honduras 6
LT - Lituania 6
ME - Montenegro 6
MK - Macedonia 6
TN - Tunisia 6
AZ - Azerbaigian 5
BA - Bosnia-Erzegovina 5
GH - Ghana 5
PA - Panama 5
PS - Palestinian Territory 5
AM - Armenia 4
BB - Barbados 4
CR - Costa Rica 4
HU - Ungheria 4
LB - Libano 4
SN - Senegal 4
TT - Trinidad e Tobago 4
XK - ???statistics.table.value.countryCode.XK??? 4
BG - Bulgaria 3
CU - Cuba 3
DZ - Algeria 3
KW - Kuwait 3
LK - Sri Lanka 3
NI - Nicaragua 3
OM - Oman 3
UY - Uruguay 3
Totale 18.631
Città #
Ashburn 733
Singapore 715
Fairfield 547
Woodbridge 380
Chandler 363
Milan 342
Wilmington 331
Houston 278
Ann Arbor 256
Hefei 238
Beijing 229
Moscow 222
Cambridge 216
Seattle 211
Vienna 196
Santa Clara 180
Jacksonville 157
Boardman 156
Council Bluffs 143
Dearborn 141
Ottawa 137
Rome 115
Dublin 106
Los Angeles 102
Lawrence 97
Ho Chi Minh City 90
Dong Ket 85
Dallas 80
Amsterdam 79
São Paulo 79
Helsinki 75
Redwood City 71
Turin 66
Hanoi 61
Piscataway 60
Seoul 59
Medford 56
Buffalo 55
New York 54
San Jose 54
Tokyo 52
Shanghai 51
London 49
Kent 48
Des Moines 44
Princeton 44
Liège 41
Frankfurt am Main 39
Florence 36
Naples 33
San Diego 33
Edinburgh 32
Jakarta 30
Kenitra 30
Rio de Janeiro 30
Málaga 28
Casablanca 27
Brussels 26
Bologna 25
The Dalles 25
Madrid 24
Palermo 24
Parma 24
Belo Horizonte 23
Hong Kong 23
Trescore Balneario 23
Brescia 22
Chennai 22
Padova 22
Cebu City 21
Istanbul 21
Manchester 21
Warsaw 21
Delft 20
Abidjan 19
Brooklyn 19
New Delhi 19
Ankara 18
Bari 18
Blackwood 18
Cairo 18
Queens 18
Tianjin 18
Bergamo 17
Mumbai 17
Orem 17
Porto Alegre 17
Venice 17
Changsha 16
Dhaka 16
Asunción 15
Bangkok 15
Chicago 15
Collecchio 15
Guangzhou 15
Porto 15
Atlanta 14
Hangzhou 14
Messina 14
Trondheim 14
Totale 9.077
Nome #
The technical causes of the collapse of Annone overpass on SS.36 800
Architettura e Struttura: Esempi di Meccanica e Concezione 497
A tale of two bridges: half joint failure and deterioration processes 454
DIGITAL MODELLING AND ANALYSIS OF MASONRY VAULTS 448
Solai alleggeriti in calcestruzzo armato soggetti ad azioni gravitazionali e sismiche. Analisi e progetto di piastre alleggerite con l'impiego del sistema U-Boot Beton®. 333
Cathedral of Milan: the structural history of the loadbearing system 326
CH.15 Testing of bond for corroded reinforced concrete specimens 284
Annone overpass: assessment of reinforcement damage effects on collapse 273
A study of the apse of the cathedral of Milan 272
Structural Assessment of Corroded Reinforced Concrete Beams: Modeling Guidelines 235
Damage observation and settlement mechanisms in the naves of the Cathedral of Milan 234
The Duomo of Milan: Some recent interventions on the main spire and on the tiburio vaults 225
A mechanical model for bond strenght of corroded reinforcement in concrete 222
A parametric model for ribbed masonry vaults 222
fib Model Code 2020, 20.3.5.1 202
INTEGRATED APPROACH COMBINING DIRECT SURVEY AND OBSERVATION IN DAMAGE ANALYSIS IN CASE OF SOIL SETTLEMENT 202
Analysis of the “Casa dello Studente” collapse during the L’Aquila 6th April 2009 earthquake 191
Failure mode transitions of corroded deep beams exposed to marine environment for long period 185
Assessment of structural damage and evolution in time in historical constructions using numerical models: the case of the church of Saint Bassiano in Pizzighettone, Cremona 181
A quest for the structural response through geometric representation of the design of built heritage 176
Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete 175
Challenges in modelling complex geometry in historical buildings for numerical simulations 170
LARGE SCALE TESTING OF A CRCAC FLAT SLAB WITH DROP PANELS BUILDING UNDER SEISMIC AND CYCLIC ACTIONS 169
FLAT SLAB DESIGN AND EXPERIMENTAL RESPONSE 167
A multidisciplinary approach for the assessment of great historical structures: Ties of “Duomo di Milano” 164
Development of the simulation model for Digital Twin applications in historical masonry buildings: The integration between numerical and experimental reality 155
Slab STRESS Seismic testing of a R/C flat slab structure 151
A study on the confinement role in the bond between a corroding bar and the concrete embedment 145
THE TIBURIO OF THE CATHEDRAL OF MILAN: STRUCTURAL ANALYSIS OF THE CONSTRUCTION & 20TH CENTURY FOUNDATION SETTLEMENTS 143
The partial collapse of "Casa dello Studente" during L'Aquila 2009 earthquake 143
MODEL CALIBRATION IN COMPLEX HISTORICAL MASONRY STRUCTURES: THE CASE OF MILAN CATHEDRAL 142
The analysis of the main spire reversed arches of the Cathedral of Milan 142
Bond capacity of severely corroded bars with corroded stirrups 140
Development of micro-meso-macro scale models for seismic analysis 139
Structural modelling of complex historic masonry buildings 137
Anchorage of corroded bars: eccentric pull-out tests and numerical analyses 135
Engineering bond model for corroded reinforcement 134
SLABSTRESS: SLAB STructural RESponse for Seismic European Design 133
Effect of Impressed current technique on the mechanical behaviour of steel reinforcement in concrete 132
The Stone Skeleton: A Reappraisal 129
Analysis of Shear Critical Corroded RC Members 129
Assessment of A R/C Structure Subjected To High Corrosion 127
Steel-concrete bond and size effect in smooth anchorages: HPC versus NSC 126
A study on the confinement role in the bond between a corroding bar and the concrete embedment 126
Analisi statica non lineare e “pushover” di strutture a piastra su colonne 122
On the Stability of Masonry Arches Through Limit Analysis and a Nonlinear Finite Element-Based Method 121
Size Effect in the Bonding of Smooth and Deformed Bars : NSC versus HPC 121
Proceedings of the fib CACRCS DAYS 2020 - Capacity Assessment of Corroded Reinforced Concrete Structures 121
Strength of Corroded RC Beams with Bond Deterioration 120
Modelling and safety assessment of observed sliding damage in a masonry rib vault 119
Testing of a full-scale flat slab building for gravity and lateral loads 119
Size effect in high-bond bars 118
Severely Corroded Reinforced Concrete with Cover Cracking: Part 2. Anchorage Capacity 118
fib Model Code 2020 - Structural Models for Existing Concrete Structures 118
A state of the art of flat-slab frame tests for gravity and lateral loading 118
AICAP 2009 Gli effetti strutturali della corrosione nelle strutture in calcestruzzo armato e precompresso 117
A REVIEW OF PUNCHING BEHAVIOUR OF SLAB-COLUMN CONNECTIONS WITH RECYCLED COARSE AGGREGATE CONCRETE 116
F.E. MODELLING OF CORRODING PRE-STRESSED BEAMS 116
Local-global approach in the seismic analysis of R/C frames including bond slip effects 115
La progettazione sismica dei sistemi a piastra in calcestruzzo armato 115
Flat Slab Structural Response for Seismic European Design. Full Scale testing Results 115
Modelling Structural Performance of Existing Concrete Structures 115
Structural response of corroded R/C elements: assessment by numerical analysis 114
Grid Model for Flat-Slab Structures 113
Proceedings of the CACRCS DAYS 2021 - Capacity Assessment of Corroded Reinforced Concrete Structures from Research to Daily Engineering Evaluation 112
Condition rating of RC structures: a case study 111
A quest for simplified methods in the analysis of deteriorating structures 111
Modelling and analysis issues in assessing the performance of R/C shear walls 109
Effect of corrosion of reinforcement on the mechanical behaviour of highly corroded RC beams 109
Modeling of shear behavior in reinforced concrete beams 108
Shear behaviour and load capacity of short reinforced concrete beams exposed to chloride environment 107
Multi-scale modelling approach for the pushover analysis of existing RC shear walls - Part II: Experimental verification 107
5.3.3 Serviceability and ultimate capacity at the support zone due to loss of bond 106
Seismic assessment of existing RC shear walls: comparison of modeling approaches vs. experimental results 105
5.3.4 Serviceability and ultimate capacity due to corrosion at the centre of the span 105
Testing low strength concrete of collapsed frame buildings 105
The collapse of the "Casa dello Studente" during the 2009 earthquake in L'Aquila 105
Modelling the response of prestressed beams with corroded reinforcement 105
Linee Guida per la Progettazione delle Piastre in C.A. (Guidelines for the Design of R/C Slabs) 103
Corroded post-tensioned beams with bonded tendons and wire failure 103
Deterioration of Prestressed Structures: Modelling of Corrosion Phenomena and Structural Effects 103
Smooth Anchored Bars in NSC and HPC: a Study on Size Effect 103
Structural response of corroded unbonded posttensioned beams 103
BRIDGE PIERS LOAD AND DEFORMATION CAPACITY: NATURAL AND ARTIFICIAL CORROSION EFFECTS 102
Normal-strength and high-performance concrete: size effect in smooth anchorages 102
Modelling the response of prestressed beams with corroded reinforcement 102
The assessment of flexural and shear strength of R/C members with chloride attack 102
Response of corroded prestressed beams with bonded strands 101
The assessment of an existing RC framed structure: a case study on a collapsed building 100
Condition rating for the evaluation of the safety of corroding RC structures 100
Structural assessment of iron tie rods based on numerical modelling and experimental observations in Milan Cathedral 100
Modelling the stiffness reduction of corroded reinforced concrete beams after cracking 99
Steel-concrete bond deterioration due to corrosion: finite-element analysis for different confinement levels 99
Structural modelling of the Response of Deteriorated RC and PSC members: Levels of Approximation for Model Code 2020 99
The reinforced arch method for the life of the ancient bridge of Omegna 98
Deformation capacity evaluation for flat slab seismic design 98
Damage Analysis of an Early 20th Century Masonry Church Due to Soil Settlement 97
Condition rating of corroded RC frame structures 96
Effect of corrosion on the shear behavior of long-term corroded reinforced concrete beam in chloride environment 96
Anchorage Capacity of Corroded Reinforcement on Eccentric Pull-out Tests 96
Totale 15.473
Categoria #
all - tutte 50.149
article - articoli 18.944
book - libri 2.040
conference - conferenze 23.116
curatela - curatele 825
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 4.458
Totale 99.532


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021821 0 0 0 0 0 0 121 127 92 133 106 242
2021/20221.323 71 140 85 99 116 43 81 114 86 126 132 230
2022/20231.484 180 107 45 134 151 135 87 135 192 131 127 60
2023/20241.360 58 128 81 99 86 135 63 128 66 201 115 200
2024/20253.422 94 77 206 182 499 151 206 307 408 320 480 492
2025/20266.212 1.518 1.836 644 1.081 543 472 118 0 0 0 0 0
Totale 18.866