CORONELLI, DARIO ANGELO MARIA
 Distribuzione geografica
Continente #
NA - Nord America 4.604
EU - Europa 3.696
AS - Asia 1.057
SA - Sud America 86
AF - Africa 47
OC - Oceania 32
Continente sconosciuto - Info sul continente non disponibili 14
Totale 9.536
Nazione #
US - Stati Uniti d'America 4.439
IT - Italia 1.775
UA - Ucraina 268
GB - Regno Unito 235
SG - Singapore 232
CN - Cina 224
SE - Svezia 200
DE - Germania 198
AT - Austria 192
VN - Vietnam 169
FI - Finlandia 167
CA - Canada 152
IN - India 91
NL - Olanda 86
IE - Irlanda 83
ES - Italia 82
FR - Francia 78
JP - Giappone 77
TR - Turchia 62
CH - Svizzera 57
BE - Belgio 48
IR - Iran 40
BR - Brasile 36
HK - Hong Kong 35
PL - Polonia 34
RO - Romania 30
AL - Albania 27
NO - Norvegia 22
PT - Portogallo 22
AU - Australia 19
GR - Grecia 19
KR - Corea 18
RU - Federazione Russa 15
EU - Europa 13
ID - Indonesia 13
NZ - Nuova Zelanda 13
PH - Filippine 12
AE - Emirati Arabi Uniti 11
PE - Perù 11
PY - Paraguay 11
JO - Giordania 10
EG - Egitto 9
RS - Serbia 9
ZA - Sudafrica 9
CL - Cile 8
CZ - Repubblica Ceca 8
MX - Messico 8
PK - Pakistan 8
TH - Thailandia 8
BJ - Benin 7
BO - Bolivia 7
CI - Costa d'Avorio 7
DK - Danimarca 7
GE - Georgia 7
SK - Slovacchia (Repubblica Slovacca) 7
ME - Montenegro 6
TW - Taiwan 6
EC - Ecuador 5
GH - Ghana 5
HR - Croazia 5
IL - Israele 5
IQ - Iraq 5
SA - Arabia Saudita 5
AR - Argentina 4
BY - Bielorussia 4
CO - Colombia 4
CY - Cipro 4
BD - Bangladesh 3
CU - Cuba 3
ET - Etiopia 3
HU - Ungheria 3
LK - Sri Lanka 3
BG - Bulgaria 2
LU - Lussemburgo 2
MK - Macedonia 2
MT - Malta 2
MU - Mauritius 2
PA - Panama 2
PS - Palestinian Territory 2
SN - Senegal 2
AM - Armenia 1
BN - Brunei Darussalam 1
DZ - Algeria 1
KW - Kuwait 1
KZ - Kazakistan 1
LA - Repubblica Popolare Democratica del Laos 1
LB - Libano 1
MA - Marocco 1
MY - Malesia 1
SI - Slovenia 1
XK - ???statistics.table.value.countryCode.XK??? 1
ZW - Zimbabwe 1
Totale 9.536
Città #
Fairfield 547
Woodbridge 380
Chandler 363
Wilmington 331
Ashburn 318
Houston 273
Ann Arbor 256
Milan 222
Cambridge 213
Seattle 207
Vienna 188
Jacksonville 156
Singapore 156
Dearborn 141
Ottawa 130
Lawrence 97
Rome 93
Dong Ket 85
Dublin 81
Beijing 75
Helsinki 75
Redwood City 71
Medford 56
Turin 53
Des Moines 44
Princeton 44
Amsterdam 40
Dallas 34
San Diego 33
Shanghai 32
New York 29
Málaga 28
London 25
Florence 23
Trescore Balneario 23
Edinburgh 22
Madrid 21
Parma 20
Delft 19
Tokyo 19
Brussels 18
New Delhi 18
Palermo 18
Naples 17
Padova 16
Brescia 15
Collecchio 15
Bergamo 14
Boardman 14
Bologna 14
Istanbul 14
Trondheim 14
Messina 13
Mumbai 13
Napoli 13
Pavia 13
Venice 13
Bari 12
Lugano 12
Norwalk 12
Changsha 11
Glasgow 11
Hangzhou 11
Los Angeles 11
Parabiago 11
Redmond 11
Torino 11
Verona 11
Leeds 10
Pisa 10
Port Orange 10
Poznan 10
Santa Clara 10
Takasugi 10
Xi'an 10
Bangalore 9
Cairo 9
Genoa 9
Hefei 9
Mountain View 9
Zagarolo 9
Ankara 8
Aydin 8
Como 8
Frankfurt am Main 8
Hanoi 8
Leven 8
Lima 8
Nanjing 8
Oslo 8
Pittsburgh 8
Pátrai 8
Santiago 8
Tirana 8
Zhengzhou 8
Abidjan 7
Asunción 7
Ballabio 7
Brisbane 7
Cluj-Napoca 7
Totale 5.670
Nome #
The technical causes of the collapse of Annone overpass on SS.36 544
DIGITAL MODELLING AND ANALYSIS OF MASONRY VAULTS 327
Architettura e Struttura: Esempi di Meccanica e Concezione 317
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®. 259
Damage observation and settlement mechanisms in the naves of the Cathedral of Milan 178
A tale of two bridges: half joint failure and deterioration processes 177
Annone overpass: assessment of reinforcement damage effects on collapse 167
The Duomo of Milan: Some recent interventions on the main spire and on the tiburio vaults 166
Failure mode transitions of corroded deep beams exposed to marine environment for long period 147
A mechanical model for bond strenght of corroded reinforcement in concrete 145
A study of the apse of the cathedral of Milan 145
Structural Assessment of Corroded Reinforced Concrete Beams: Modeling Guidelines 140
Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete 131
Cathedral of Milan: the structural history of the loadbearing system 129
INTEGRATED APPROACH COMBINING DIRECT SURVEY AND OBSERVATION IN DAMAGE ANALYSIS IN CASE OF SOIL SETTLEMENT 129
A parametric model for ribbed masonry vaults 120
Slab STRESS Seismic testing of a R/C flat slab structure 116
THE TIBURIO OF THE CATHEDRAL OF MILAN: STRUCTURAL ANALYSIS OF THE CONSTRUCTION & 20TH CENTURY FOUNDATION SETTLEMENTS 106
Challenges in modelling complex geometry in historical buildings for numerical simulations 105
The analysis of the main spire reversed arches of the Cathedral of Milan 99
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 95
Engineering bond model for corroded reinforcement 93
Structural modelling of complex historic masonry buildings 92
Analysis of the “Casa dello Studente” collapse during the L’Aquila 6th April 2009 earthquake 90
A quest for the structural response through geometric representation of the design of built heritage 90
The partial collapse of "Casa dello Studente" during L'Aquila 2009 earthquake 88
A multidisciplinary approach for the assessment of great historical structures: Ties of “Duomo di Milano” 88
Strength of Corroded RC Beams with Bond Deterioration 85
Structural response of corroded R/C elements: assessment by numerical analysis 81
Size Effect in the Bonding of Smooth and Deformed Bars : NSC versus HPC 81
Structural assessment of iron tie rods based on numerical modelling and experimental observations in Milan Cathedral 80
Development of micro-meso-macro scale models for seismic analysis 79
Local-global approach in the seismic analysis of R/C frames including bond slip effects 79
Anchorage of corroded bars: eccentric pull-out tests and numerical analyses 77
Size effect in high-bond bars 76
Shear behaviour and load capacity of short reinforced concrete beams exposed to chloride environment 76
The assessment of flexural and shear strength of R/C members with chloride attack 76
Grid Model for Flat-Slab Structures 75
Seismic assessment of existing RC shear walls: comparison of modeling approaches vs. experimental results 73
Modeling of shear behavior in reinforced concrete beams 73
La progettazione sismica dei sistemi a piastra in calcestruzzo armato 73
Structural response of corroded unbonded posttensioned beams 73
Corroded post-tensioned beams with bonded tendons and wire failure 71
Assessment of A R/C Structure Subjected To High Corrosion 70
Effect of corrosion on the shear behavior of long-term corroded reinforced concrete beam in chloride environment 70
Condition rating for the evaluation of the safety of corroding RC structures 70
Development of the simulation model for Digital Twin applications in historical masonry buildings: The integration between numerical and experimental reality 70
Steel-concrete bond and size effect in smooth anchorages: HPC versus NSC 69
Linee Guida per la Progettazione delle Piastre in C.A. (Guidelines for the Design of R/C Slabs) 69
Condition rating of RC structures: a case study 69
Response of corroded prestressed beams with bonded strands 69
Normal-strength and high-performance concrete: size effect in smooth anchorages 68
Effect of corrosion of reinforcement on the mechanical behaviour of highly corroded RC beams 68
Bond capacity of severely corroded bars with corroded stirrups 68
A study on the confinement role in the bond between a corroding bar and the concrete embedment 66
Modelling the stiffness reduction of corroded reinforced concrete beams after cracking 66
Severely Corroded Reinforced Concrete with Cover Cracking: Part 2. Anchorage Capacity 66
Smooth Anchored Bars in NSC and HPC: a Study on Size Effect 66
Nonlinear static analysis of flat slab floors with a grid model 65
Steel-concrete bond deterioration due to corrosion: finite-element analysis for different confinement levels 65
Modelling the response of prestressed beams with corroded reinforcement 65
The assessment of an existing RC framed structure: a case study on a collapsed building 63
Modelling and analysis issues in assessing the performance of R/C shear walls 62
Multi-scale modelling approach for the pushover analysis of existing RC shear walls - Part II: Experimental verification 62
Proceedings of the fib CACRCS DAYS 2020 - Capacity Assessment of Corroded Reinforced Concrete Structures 62
fib Model Code 2020, 20.3.5.1 61
Valutazione della sicurezza nelle strutture esistenti in C/A 59
Bond Strength of Highly Corroded Reinforcement and Cover Delamination 59
Analysis of Shear Critical Corroded RC Members 59
Size effect in steel-concrete bond: test results and modelling for smooth bars 59
Proceedings of the CACRCS DAYS 2021 - Capacity Assessment of Corroded Reinforced Concrete Structures from Research to Daily Engineering Evaluation 59
Modelling the response of prestressed beams with corroded reinforcement 58
The collapse of the "Casa dello Studente" during the 2009 earthquake in L'Aquila 58
Multi-scale modelling approach for the pushover analysis of existing RC shear walls - Part I: model formulation 57
Testing low strength concrete of collapsed frame buildings 56
Analisi statica non lineare e “pushover” di strutture a piastra su colonne 55
Resistance of corroded RC beams: Extending fib Model Code 2010 models 55
Structural modelling of the Response of Deteriorated RC and PSC members: Levels of Approximation for Model Code 2020 55
Reliability assessment of deteriorating reinforced concrete beams 54
A study on the confinement role in the bond between a corroding bar and the concrete embedment 54
Damage Analysis of an Early 20th Century Masonry Church Due to Soil Settlement 54
fib Model Code 2020 - Structural Models for Existing Concrete Structures 53
AICAP 2009 Gli effetti strutturali della corrosione nelle strutture in calcestruzzo armato e precompresso 53
Testing of a full-scale flat slab building for gravity and lateral loads 51
Flat Slab Structural Response for Seismic European Design. Full Scale testing Results 49
Condition rating of corroded RC frame structures 48
MODELLING OF CORROSION EFFECTS IN RC STRUCTURES 48
Assessment of the residual bond strength in corroded bars 48
A quest for simplified methods in the analysis of deteriorating structures 48
5.3.4 Serviceability and ultimate capacity due to corrosion at the centre of the span 47
STRUCTURAL PROBLEMS POSED BY BOND STRENGTH DETERIORATION DUE TO CORROSION 47
F.E. MODELLING OF CORRODING PRE-STRESSED BEAMS 46
A state of the art of flat-slab frame tests for gravity and lateral loading 46
Three-dimensional modelling of structural effects ofcorroding steel reinforcement in concrete 45
Local bond stress-slip law and size effect in high-bond bars 45
LARGE SCALE TESTING OF A CRCAC FLAT SLAB WITH DROP PANELS BUILDING UNDER SEISMIC AND CYCLIC ACTIONS 44
5.3.3 Serviceability and ultimate capacity at the support zone due to loss of bond 44
Linee Guida per la Progettazione delle Piastre in C.A. 42
Steel-Concrete Bond Deterioration Due To Corrosion: Fe Analysis For Different Confinement Levels 42
Pushover analysis of shaking table tests on a RC shear wall 42
Totale 8.779
Categoria #
all - tutte 28.415
article - articoli 11.421
book - libri 1.290
conference - conferenze 12.557
curatela - curatele 465
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.351
Totale 56.499


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.443 0 0 0 153 176 170 218 139 204 91 202 90
2020/20211.386 99 70 133 70 106 87 121 127 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
2024/2025473 94 77 206 96 0 0 0 0 0 0 0 0
Totale 9.705