RE.PUBLIC@POLIMI pubblicazioni di ricerca del Politecnico di Milano

CORONELLI, DARIO ANGELO MARIA
 Distribuzione geografica
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Continente #
NA - Nord America 7.916
EU - Europa 7.238
AS - Asia 5.317
SA - Sud America 1.141
AF - Africa 231
OC - Oceania 59
Continente sconosciuto - Info sul continente non disponibili 17
Totale 21.919
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Nazione #
US - Stati Uniti d'America 7.602
IT - Italia 2.408
RU - Federazione Russa 1.912
SG - Singapore 1.719
CN - Cina 1.257
BR - Brasile 917
VN - Vietnam 691
GB - Regno Unito 424
FR - Francia 300
KR - Corea 283
DE - Germania 282
UA - Ucraina 281
JP - Giappone 268
SE - Svezia 223
AT - Austria 214
CA - Canada 213
FI - Finlandia 211
NL - Olanda 211
ID - Indonesia 208
IN - India 194
IE - Irlanda 116
HK - Hong Kong 112
ES - Italia 111
BE - Belgio 105
TR - Turchia 96
MA - Marocco 74
PL - Polonia 72
AR - Argentina 69
PH - Filippine 64
BD - Bangladesh 60
CH - Svizzera 60
IR - Iran 51
MX - Messico 50
PT - Portogallo 45
AU - Australia 44
ZA - Sudafrica 43
IQ - Iraq 40
RO - Romania 40
AL - Albania 33
GR - Grecia 33
PK - Pakistan 33
TW - Taiwan 32
TH - Thailandia 31
CO - Colombia 30
PY - Paraguay 30
AE - Emirati Arabi Uniti 29
EC - Ecuador 28
NO - Norvegia 25
PE - Perù 24
EG - Egitto 23
SK - Slovacchia (Repubblica Slovacca) 23
CL - Cile 21
CI - Costa d'Avorio 19
HR - Croazia 17
JO - Giordania 17
MY - Malesia 17
SA - Arabia Saudita 17
IL - Israele 15
KE - Kenya 14
NZ - Nuova Zelanda 14
EU - Europa 13
RS - Serbia 13
DK - Danimarca 12
ET - Etiopia 12
CZ - Repubblica Ceca 11
KZ - Kazakistan 11
BY - Bielorussia 10
BO - Bolivia 9
HN - Honduras 9
SN - Senegal 9
GE - Georgia 8
LT - Lituania 8
TN - Tunisia 8
UZ - Uzbekistan 8
BJ - Benin 7
NP - Nepal 7
VE - Venezuela 7
CY - Cipro 6
DO - Repubblica Dominicana 6
ME - Montenegro 6
MK - Macedonia 6
MT - Malta 6
OM - Oman 6
AZ - Azerbaigian 5
BA - Bosnia-Erzegovina 5
CR - Costa Rica 5
DZ - Algeria 5
GH - Ghana 5
HT - Haiti 5
LB - Libano 5
PA - Panama 5
PS - Palestinian Territory 5
TT - Trinidad e Tobago 5
AM - Armenia 4
BB - Barbados 4
HU - Ungheria 4
SO - Somalia 4
XK - ???statistics.table.value.countryCode.XK??? 4
BG - Bulgaria 3
CU - Cuba 3
Totale 21.869
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Città #
Ashburn 985
Singapore 865
San Jose 655
Fairfield 547
Woodbridge 380
Milan 368
Chandler 363
Wilmington 331
Houston 280
Seoul 257
Ann Arbor 256
Beijing 249
Hefei 239
Moscow 222
Cambridge 216
The Dalles 214
Seattle 211
Vienna 196
Santa Clara 191
Tokyo 189
Council Bluffs 188
Jacksonville 159
Ho Chi Minh City 158
Boardman 156
Dallas 141
Dearborn 141
Ottawa 137
Hanoi 133
Lauterbourg 130
Los Angeles 120
Rome 118
Dublin 110
Helsinki 108
Lawrence 97
North Charleston 92
Amsterdam 85
Dong Ket 85
São Paulo 84
Redwood City 71
Turin 70
Piscataway 64
Buffalo 58
New York 58
Medford 56
Shanghai 56
London 53
Frankfurt am Main 51
Hong Kong 51
Kent 48
Des Moines 45
Princeton 44
Orem 42
Liège 41
Las Vegas 40
Florence 38
Naples 34
San Diego 33
Edinburgh 32
Chennai 31
Kenitra 31
Jakarta 30
Rio de Janeiro 30
Brescia 29
Málaga 28
Brussels 27
Casablanca 27
Palermo 26
Bologna 25
Madrid 25
Manchester 25
Tianjin 25
Parma 24
Belo Horizonte 23
Brooklyn 23
Guangzhou 23
Haiphong 23
Trescore Balneario 23
Warsaw 23
Istanbul 22
Padova 22
Cebu City 21
Mumbai 21
New Delhi 21
Da Nang 20
Delft 20
Porto 20
Queens 20
Abidjan 19
Ankara 19
Cairo 19
Taipei 19
Bari 18
Blackwood 18
Changsha 18
Bangkok 17
Bergamo 17
Chicago 17
Dhaka 17
Genoa 17
Glasgow 17
Totale 11.381
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Nome #
The technical causes of the collapse of Annone overpass on SS.36 845
Architettura e Struttura: Esempi di Meccanica e Concezione 537
A tale of two bridges: half joint failure and deterioration processes 507
DIGITAL MODELLING AND ANALYSIS OF MASONRY VAULTS 468
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®. 365
Cathedral of Milan: the structural history of the loadbearing system 349
CH.15 Testing of bond for corroded reinforced concrete specimens 323
A study of the apse of the cathedral of Milan 323
Annone overpass: assessment of reinforcement damage effects on collapse 311
A parametric model for ribbed masonry vaults 273
Structural Assessment of Corroded Reinforced Concrete Beams: Modeling Guidelines 262
Damage observation and settlement mechanisms in the naves of the Cathedral of Milan 253
The Duomo of Milan: Some recent interventions on the main spire and on the tiburio vaults 251
A mechanical model for bond strenght of corroded reinforcement in concrete 247
fib Model Code 2020, 20.3.5.1 245
INTEGRATED APPROACH COMBINING DIRECT SURVEY AND OBSERVATION IN DAMAGE ANALYSIS IN CASE OF SOIL SETTLEMENT 225
Analysis of the “Casa dello Studente” collapse during the L’Aquila 6th April 2009 earthquake 216
FLAT SLAB DESIGN AND EXPERIMENTAL RESPONSE 214
LARGE SCALE TESTING OF A CRCAC FLAT SLAB WITH DROP PANELS BUILDING UNDER SEISMIC AND CYCLIC ACTIONS 210
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 209
Failure mode transitions of corroded deep beams exposed to marine environment for long period 208
A quest for the structural response through geometric representation of the design of built heritage 200
Development of the simulation model for Digital Twin applications in historical masonry buildings: The integration between numerical and experimental reality 194
Challenges in modelling complex geometry in historical buildings for numerical simulations 193
A multidisciplinary approach for the assessment of great historical structures: Ties of “Duomo di Milano” 191
Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete 187
The Stone Skeleton: A Reappraisal 180
A study on the confinement role in the bond between a corroding bar and the concrete embedment 180
The partial collapse of "Casa dello Studente" during L'Aquila 2009 earthquake 176
Engineering bond model for corroded reinforcement 175
SLABSTRESS: SLAB STructural RESponse for Seismic European Design 174
MODEL CALIBRATION IN COMPLEX HISTORICAL MASONRY STRUCTURES: THE CASE OF MILAN CATHEDRAL 173
Slab STRESS Seismic testing of a R/C flat slab structure 171
Deformation capacity evaluation for flat slab seismic design 170
Effect of Impressed current technique on the mechanical behaviour of steel reinforcement in concrete 162
Structural modelling of complex historic masonry buildings 161
On the Stability of Masonry Arches Through Limit Analysis and a Nonlinear Finite Element-Based Method 154
THE TIBURIO OF THE CATHEDRAL OF MILAN: STRUCTURAL ANALYSIS OF THE CONSTRUCTION & 20TH CENTURY FOUNDATION SETTLEMENTS 154
The analysis of the main spire reversed arches of the Cathedral of Milan 153
Bond capacity of severely corroded bars with corroded stirrups 153
Development of micro-meso-macro scale models for seismic analysis 151
Anchorage of corroded bars: eccentric pull-out tests and numerical analyses 151
A study on the confinement role in the bond between a corroding bar and the concrete embedment 146
Local-global approach in the seismic analysis of R/C frames including bond slip effects 145
Analysis of Shear Critical Corroded RC Members 145
Proceedings of the fib CACRCS DAYS 2020 - Capacity Assessment of Corroded Reinforced Concrete Structures 144
Modelling and safety assessment of observed sliding damage in a masonry rib vault 143
Steel-concrete bond and size effect in smooth anchorages: HPC versus NSC 143
Assessment of A R/C Structure Subjected To High Corrosion 143
Analisi statica non lineare e “pushover” di strutture a piastra su colonne 143
A state of the art of flat-slab frame tests for gravity and lateral loading 143
Testing of a full-scale flat slab building for gravity and lateral loads 143
A REVIEW OF PUNCHING BEHAVIOUR OF SLAB-COLUMN CONNECTIONS WITH RECYCLED COARSE AGGREGATE CONCRETE 142
Flat Slab Structural Response for Seismic European Design. Full Scale testing Results 142
fib Model Code 2020 - Structural Models for Existing Concrete Structures 141
Proceedings of the CACRCS DAYS 2021 - Capacity Assessment of Corroded Reinforced Concrete Structures from Research to Daily Engineering Evaluation 139
Size effect in high-bond bars 137
Strength of Corroded RC Beams with Bond Deterioration 137
Modeling of shear behavior in reinforced concrete beams 136
Size Effect in the Bonding of Smooth and Deformed Bars : NSC versus HPC 135
AICAP 2009 Gli effetti strutturali della corrosione nelle strutture in calcestruzzo armato e precompresso 134
Modelling Structural Performance of Existing Concrete Structures 134
Severely Corroded Reinforced Concrete with Cover Cracking: Part 2. Anchorage Capacity 133
A quest for simplified methods in the analysis of deteriorating structures 133
Testing low strength concrete of collapsed frame buildings 133
La progettazione sismica dei sistemi a piastra in calcestruzzo armato 132
Multi-scale modelling approach for the pushover analysis of existing RC shear walls - Part II: Experimental verification 130
Corroded post-tensioned beams with bonded tendons and wire failure 128
Effect of corrosion of reinforcement on the mechanical behaviour of highly corroded RC beams 128
F.E. MODELLING OF CORRODING PRE-STRESSED BEAMS 128
Linee Guida per la Progettazione delle Piastre in C.A. (Guidelines for the Design of R/C Slabs) 127
Structural response of corroded R/C elements: assessment by numerical analysis 126
Grid Model for Flat-Slab Structures 126
Modelling and analysis issues in assessing the performance of R/C shear walls 125
Condition rating of RC structures: a case study 125
5.3.4 Serviceability and ultimate capacity due to corrosion at the centre of the span 125
5.3.3 Serviceability and ultimate capacity at the support zone due to loss of bond 125
The reinforced arch method for the life of the ancient bridge of Omegna 124
BRIDGE PIERS LOAD AND DEFORMATION CAPACITY: NATURAL AND ARTIFICIAL CORROSION EFFECTS 124
Evaluation of residual prestress in concrete beam with modified saw-cut method 123
Static analysis of masonry polygonal domes with membrane forces 122
Shear behaviour and load capacity of short reinforced concrete beams exposed to chloride environment 122
Resistance of corroded RC beams: Extending fib Model Code 2010 models 122
Modelling the response of prestressed beams with corroded reinforcement 122
Structural modelling of the Response of Deteriorated RC and PSC members: Levels of Approximation for Model Code 2020 121
Structural assessment of prestressed beams with natural corrosion 120
SEISMIC PERFORMANCE OF THE LOMBARD MASONRY BUTTRESS SYSTEMS 119
The assessment of an existing RC framed structure: a case study on a collapsed building 119
Damage Analysis of an Early 20th Century Masonry Church Due to Soil Settlement 119
The collapse of the "Casa dello Studente" during the 2009 earthquake in L'Aquila 119
Seismic assessment of existing RC shear walls: comparison of modeling approaches vs. experimental results 118
Natural corrosion effects on prestressed beams failure modes 118
The structural life of a Cathedral and the worksites of the Duomo di Milano 117
Deterioration of Prestressed Structures: Modelling of Corrosion Phenomena and Structural Effects 117
Effect of corrosion on the shear behavior of long-term corroded reinforced concrete beam in chloride environment 117
Anchorage Capacity of Corroded Reinforcement on Eccentric Pull-out Tests 116
Smooth Anchored Bars in NSC and HPC: a Study on Size Effect 116
Structural assessment of iron tie rods based on numerical modelling and experimental observations in Milan Cathedral 116
Condition rating of corroded RC frame structures 114
Modelling the response of prestressed beams with corroded reinforcement 114
Totale 17.922
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Categoria #
all - tutte 55.305
article - articoli 20.811
book - libri 2.209
conference - conferenze 25.535
curatela - curatele 931
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 4.927
Totale 109.718
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021481 0 0 0 0 0 0 0 0 0 133 106 242
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
2025/20269.474 1.518 1.836 644 1.081 543 472 1.304 581 606 889 0 0
Totale 22.128