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

CORONELLI, DARIO ANGELO MARIA
 Distribuzione geografica
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Continente #
NA - Nord America 9.581
EU - Europa 7.952
AS - Asia 5.543
SA - Sud America 1.159
AF - Africa 235
Continente sconosciuto - Info sul continente non disponibili 233
OC - Oceania 61
Totale 24.764
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Nazione #
US - Stati Uniti d'America 9.176
IT - Italia 3.045
RU - Federazione Russa 1.913
SG - Singapore 1.748
CN - Cina 1.279
BR - Brasile 924
VN - Vietnam 729
GB - Regno Unito 439
FR - Francia 304
KR - Corea 290
DE - Germania 288
UA - Ucraina 281
JP - Giappone 280
CA - Canada 254
SE - Svezia 225
NL - Olanda 219
AT - Austria 214
FI - Finlandia 211
ID - Indonesia 211
IN - India 200
ES - Italia 126
HK - Hong Kong 117
IE - Irlanda 117
BE - Belgio 105
TR - Turchia 102
BD - Bangladesh 78
MY - Malesia 78
MA - Marocco 74
PL - Polonia 74
AR - Argentina 73
PH - Filippine 66
CH - Svizzera 62
MX - Messico 62
IR - Iran 52
PT - Portogallo 47
AU - Australia 45
ZA - Sudafrica 43
IQ - Iraq 42
RO - Romania 42
AL - Albania 37
TW - Taiwan 34
GR - Grecia 33
PK - Pakistan 33
AE - Emirati Arabi Uniti 32
CO - Colombia 32
TH - Thailandia 31
PY - Paraguay 30
EC - Ecuador 28
PE - Perù 27
NO - Norvegia 25
SK - Slovacchia (Repubblica Slovacca) 24
EG - Egitto 23
CL - Cile 21
SA - Arabia Saudita 21
CI - Costa d'Avorio 20
HR - Croazia 19
JM - Giamaica 17
JO - Giordania 17
IL - Israele 15
NZ - Nuova Zelanda 15
CR - Costa Rica 14
KE - Kenya 14
EU - Europa 13
RS - Serbia 13
DK - Danimarca 12
ET - Etiopia 12
BY - Bielorussia 11
CZ - Repubblica Ceca 11
HN - Honduras 11
KZ - Kazakistan 11
BO - Bolivia 10
GE - Georgia 9
MK - Macedonia 9
SN - Senegal 9
UZ - Uzbekistan 9
DZ - Algeria 8
LT - Lituania 8
TN - Tunisia 8
TT - Trinidad e Tobago 8
VE - Venezuela 8
XK - ???statistics.table.value.countryCode.XK??? 8
BA - Bosnia-Erzegovina 7
BJ - Benin 7
CY - Cipro 7
HU - Ungheria 7
NP - Nepal 7
DO - Repubblica Dominicana 6
LB - Libano 6
ME - Montenegro 6
MT - Malta 6
NI - Nicaragua 6
OM - Oman 6
AZ - Azerbaigian 5
GH - Ghana 5
GT - Guatemala 5
HT - Haiti 5
PA - Panama 5
PS - Palestinian Territory 5
AM - Armenia 4
BB - Barbados 4
Totale 24.494
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Città #
Ashburn 1.116
Singapore 872
San Jose 774
Fairfield 547
Milan 541
Woodbridge 380
Chandler 363
Wilmington 336
Council Bluffs 312
Houston 286
Seoul 264
Ann Arbor 257
Beijing 256
Hefei 239
Moscow 222
Santa Clara 218
Cambridge 216
Seattle 216
The Dalles 214
Rome 207
Vienna 196
Tokyo 195
Boardman 181
Ho Chi Minh City 170
Dallas 161
Jacksonville 160
Los Angeles 155
Hanoi 145
Dearborn 141
Ottawa 137
Lauterbourg 130
Dublin 111
Helsinki 108
Lawrence 97
North Charleston 92
Turin 91
Amsterdam 85
Dong Ket 85
São Paulo 84
New York 75
Redwood City 71
Phoenix 67
Piscataway 65
Kuala Lumpur 64
Buffalo 62
Naples 60
Shanghai 59
Hong Kong 56
London 56
Medford 56
Frankfurt am Main 52
Las Vegas 52
Florence 51
Kent 48
Des Moines 47
Princeton 44
Orem 43
Liège 41
Brescia 39
Bologna 38
Palermo 36
San Diego 34
Edinburgh 32
Chennai 31
Kenitra 31
Chicago 30
Jakarta 30
Rio de Janeiro 30
Atlanta 28
Málaga 28
Brooklyn 27
Brussels 27
Casablanca 27
Madrid 27
Manchester 27
Venice 27
Istanbul 25
Tianjin 25
Bari 24
Parma 24
Belo Horizonte 23
Guangzhou 23
Haiphong 23
Trescore Balneario 23
Warsaw 23
Da Nang 22
Genoa 22
Montreal 22
Mumbai 22
New Delhi 22
Padova 22
Verona 22
Cebu City 21
Delft 21
Abidjan 20
Ankara 20
Porto 20
Queens 20
Cairo 19
Taipei 19
Totale 12.505
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Nome #
The technical causes of the collapse of Annone overpass on SS.36 882
Architettura e Struttura: Esempi di Meccanica e Concezione 580
A tale of two bridges: half joint failure and deterioration processes 534
DIGITAL MODELLING AND ANALYSIS OF MASONRY VAULTS 485
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®. 397
Cathedral of Milan: the structural history of the loadbearing system 362
Flat Slab Structural Response for Seismic European Design. Full Scale testing Results 355
CH.15 Testing of bond for corroded reinforced concrete specimens 343
A study of the apse of the cathedral of Milan 339
Annone overpass: assessment of reinforcement damage effects on collapse 332
The worksites of the Duomo di Milano: extending the life of a Cathedral 310
Structural Assessment of Corroded Reinforced Concrete Beams: Modeling Guidelines 303
Damage observation and settlement mechanisms in the naves of the Cathedral of Milan 291
A parametric model for ribbed masonry vaults 288
fib Model Code 2020, 20.3.5.1 269
The Duomo of Milan: Some recent interventions on the main spire and on the tiburio vaults 265
A mechanical model for bond strenght of corroded reinforcement in concrete 258
FLAT SLAB DESIGN AND EXPERIMENTAL RESPONSE 247
LARGE SCALE TESTING OF A CRCAC FLAT SLAB WITH DROP PANELS BUILDING UNDER SEISMIC AND CYCLIC ACTIONS 243
INTEGRATED APPROACH COMBINING DIRECT SURVEY AND OBSERVATION IN DAMAGE ANALYSIS IN CASE OF SOIL SETTLEMENT 239
Analysis of the “Casa dello Studente” collapse during the L’Aquila 6th April 2009 earthquake 233
The Stone Skeleton: A Reappraisal 225
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 224
Failure mode transitions of corroded deep beams exposed to marine environment for long period 219
Development of the simulation model for Digital Twin applications in historical masonry buildings: The integration between numerical and experimental reality 218
A quest for the structural response through geometric representation of the design of built heritage 214
Challenges in modelling complex geometry in historical buildings for numerical simulations 210
A multidisciplinary approach for the assessment of great historical structures: Ties of “Duomo di Milano” 205
SLABSTRESS: SLAB STructural RESponse for Seismic European Design 198
Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete 195
The partial collapse of "Casa dello Studente" during L'Aquila 2009 earthquake 195
Effect of Impressed current technique on the mechanical behaviour of steel reinforcement in concrete 191
MODEL CALIBRATION IN COMPLEX HISTORICAL MASONRY STRUCTURES: THE CASE OF MILAN CATHEDRAL 190
Effect of corrosion of reinforcement on the mechanical behaviour of highly corroded RC beams 190
A study on the confinement role in the bond between a corroding bar and the concrete embedment 188
Deformation capacity evaluation for flat slab seismic design 185
Engineering bond model for corroded reinforcement 182
Slab STRESS Seismic testing of a R/C flat slab structure 178
Structural modelling of complex historic masonry buildings 172
On the Stability of Masonry Arches Through Limit Analysis and a Nonlinear Finite Element-Based Method 171
THE TIBURIO OF THE CATHEDRAL OF MILAN: STRUCTURAL ANALYSIS OF THE CONSTRUCTION & 20TH CENTURY FOUNDATION SETTLEMENTS 169
Bond capacity of severely corroded bars with corroded stirrups 168
Evaluation of residual prestress in concrete beam with modified saw-cut method 167
Modelling and safety assessment of observed sliding damage in a masonry rib vault 165
Anchorage of corroded bars: eccentric pull-out tests and numerical analyses 164
Testing of a full-scale flat slab building for gravity and lateral loads 163
Analisi statica non lineare e “pushover” di strutture a piastra su colonne 161
A state of the art of flat-slab frame tests for gravity and lateral loading 160
Analysis of Shear Critical Corroded RC Members 159
Proceedings of the fib CACRCS DAYS 2020 - Capacity Assessment of Corroded Reinforced Concrete Structures 159
Development of micro-meso-macro scale models for seismic analysis 158
The analysis of the main spire reversed arches of the Cathedral of Milan 158
Testing low strength concrete of collapsed frame buildings 157
Proceedings of the CACRCS DAYS 2021 - Capacity Assessment of Corroded Reinforced Concrete Structures from Research to Daily Engineering Evaluation 157
Assessment of A R/C Structure Subjected To High Corrosion 156
Strength of Corroded RC Beams with Bond Deterioration 154
A REVIEW OF PUNCHING BEHAVIOUR OF SLAB-COLUMN CONNECTIONS WITH RECYCLED COARSE AGGREGATE CONCRETE 153
Modelling Structural Performance of Existing Concrete Structures 152
Local-global approach in the seismic analysis of R/C frames including bond slip effects 151
A study on the confinement role in the bond between a corroding bar and the concrete embedment 151
fib Model Code 2020 - Structural Models for Existing Concrete Structures 151
Steel-concrete bond and size effect in smooth anchorages: HPC versus NSC 150
BRIDGE PIERS LOAD AND DEFORMATION CAPACITY: NATURAL AND ARTIFICIAL CORROSION EFFECTS 149
Resistance of corroded RC beams: Extending fib Model Code 2010 models 147
AICAP 2009 Gli effetti strutturali della corrosione nelle strutture in calcestruzzo armato e precompresso 146
Size effect in high-bond bars 145
Linee Guida per la Progettazione delle Piastre in C.A. (Guidelines for the Design of R/C Slabs) 145
Modeling of shear behavior in reinforced concrete beams 145
SEISMIC PERFORMANCE OF THE LOMBARD MASONRY BUTTRESS SYSTEMS 143
Grid Model for Flat-Slab Structures 142
La progettazione sismica dei sistemi a piastra in calcestruzzo armato 142
Severely Corroded Reinforced Concrete with Cover Cracking: Part 2. Anchorage Capacity 141
Size Effect in the Bonding of Smooth and Deformed Bars : NSC versus HPC 141
Static analysis of masonry polygonal domes with membrane forces 140
Structural response of corroded R/C elements: assessment by numerical analysis 140
The assessment of an existing RC framed structure: a case study on a collapsed building 140
5.3.3 Serviceability and ultimate capacity at the support zone due to loss of bond 140
A quest for simplified methods in the analysis of deteriorating structures 139
Multi-scale modelling approach for the pushover analysis of existing RC shear walls - Part II: Experimental verification 139
Corroded post-tensioned beams with bonded tendons and wire failure 136
5.3.4 Serviceability and ultimate capacity due to corrosion at the centre of the span 136
F.E. MODELLING OF CORRODING PRE-STRESSED BEAMS 136
Structural modelling of the Response of Deteriorated RC and PSC members: Levels of Approximation for Model Code 2020 136
Structural assessment of prestressed beams with natural corrosion 135
Structural assessment of iron tie rods based on numerical modelling and experimental observations in Milan Cathedral 135
Flat slab response for seismic and cyclic actions prediction with numerical models 134
The reinforced arch method for the life of the ancient bridge of Omegna 134
Modelling and analysis issues in assessing the performance of R/C shear walls 134
Natural corrosion effects on prestressed beams failure modes 134
The structural life of a Cathedral and the worksites of the Duomo di Milano 130
Deterioration of Prestressed Structures: Modelling of Corrosion Phenomena and Structural Effects 130
Condition rating of RC structures: a case study 129
Effect of corrosion on the shear behavior of long-term corroded reinforced concrete beam in chloride environment 129
Seismic assessment of existing RC shear walls: comparison of modeling approaches vs. experimental results 128
Anchorage Capacity of Corroded Reinforcement on Eccentric Pull-out Tests 128
Shear behaviour and load capacity of short reinforced concrete beams exposed to chloride environment 128
Structural response of corroded unbonded posttensioned beams 128
Damage Analysis of an Early 20th Century Masonry Church Due to Soil Settlement 128
The collapse of the "Casa dello Studente" during the 2009 earthquake in L'Aquila 128
Numerical Analysis of Mechanical Damage in Ribbed Masonry Vaults under Differential Settlements 126
Totale 19.974
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Categoria #
all - tutte 63.172
article - articoli 23.689
book - libri 2.428
conference - conferenze 29.427
curatela - curatele 1.046
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 5.531
Totale 125.293
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.112 0 0 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
2025/202610.656 1.518 1.836 644 1.081 543 472 1.304 581 606 931 431 709
2026/20271.454 458 742 254 0 0 0 0 0 0 0 0 0
Totale 24.764