IRIS
O'REILLY, GERARD JOHN
 Distribuzione geografica
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Continente #
NA - Nord America 2.877
EU - Europa 2.552
AS - Asia 1.325
SA - Sud America 161
AF - Africa 107
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 3
Totale 7.035
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Nazione #
US - Stati Uniti d'America 2.766
IT - Italia 782
CN - Cina 718
DE - Germania 620
SE - Svezia 337
SG - Singapore 332
GB - Regno Unito 288
RU - Federazione Russa 123
CA - Canada 88
BR - Brasile 78
CI - Costa d'Avorio 78
CH - Svizzera 73
CZ - Repubblica Ceca 62
FI - Finlandia 51
VN - Vietnam 48
FR - Francia 47
EC - Ecuador 32
JP - Giappone 30
HK - Hong Kong 29
IN - India 26
TR - Turchia 26
BE - Belgio 22
NL - Olanda 22
IR - Iran 21
PT - Portogallo 19
IL - Israele 18
PE - Perù 18
GR - Grecia 17
IE - Irlanda 16
PL - Polonia 12
AR - Argentina 11
MK - Macedonia 10
CO - Colombia 8
ES - Italia 8
KR - Corea 8
LT - Lituania 8
ZA - Sudafrica 8
EE - Estonia 7
ID - Indonesia 7
MX - Messico 7
MY - Malesia 7
NZ - Nuova Zelanda 7
SA - Arabia Saudita 7
UY - Uruguay 7
DZ - Algeria 6
HR - Croazia 6
TH - Thailandia 6
AM - Armenia 5
BD - Bangladesh 5
BZ - Belize 5
HN - Honduras 5
NP - Nepal 5
CY - Cipro 4
DK - Danimarca 4
EG - Egitto 4
PK - Pakistan 4
PS - Palestinian Territory 4
UA - Ucraina 4
A2 - ???statistics.table.value.countryCode.A2??? 3
AT - Austria 3
PH - Filippine 3
RO - Romania 3
VE - Venezuela 3
AE - Emirati Arabi Uniti 2
AU - Australia 2
CL - Cile 2
CR - Costa Rica 2
ET - Etiopia 2
HU - Ungheria 2
KZ - Kazakistan 2
SM - San Marino 2
TJ - Tagikistan 2
UZ - Uzbekistan 2
AZ - Azerbaigian 1
BY - Bielorussia 1
DO - Repubblica Dominicana 1
GN - Guinea 1
GP - Guadalupe 1
GY - Guiana 1
HT - Haiti 1
IQ - Iraq 1
KE - Kenya 1
KG - Kirghizistan 1
LV - Lettonia 1
MA - Marocco 1
MD - Moldavia 1
MN - Mongolia 1
NE - Niger 1
PA - Panama 1
PG - Papua Nuova Guinea 1
PY - Paraguay 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
SO - Somalia 1
TN - Tunisia 1
UG - Uganda 1
ZM - Zambia 1
Totale 7.035
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Città #
Beijing 434
Chandler 418
Frankfurt am Main 347
Chicago 338
Ashburn 255
London 248
Princeton 247
Boardman 210
Milan 185
San Mateo 131
The Dalles 123
Singapore 120
Munich 97
Pavia 96
Los Angeles 79
Abidjan 78
Council Bluffs 72
Lawrence 72
Zurich 65
Toronto 58
Rome 45
Brno 40
Helsinki 38
Hanover 34
Las Vegas 30
Assago 28
Redwood City 27
Naples 24
Lanzhou 23
New York 23
Tokyo 22
Brussels 20
Quito 20
Ho Chi Minh City 19
Hong Kong 19
Ann Arbor 18
Atlanta 18
Kyjov 18
Guangzhou 15
São Paulo 15
Travaco Siccomario 15
Trento 15
Moscow 13
Brooklyn 12
Tortona 12
Miami 11
San Francisco 11
Turku 11
Changsha 10
Haifa 10
Berlin 9
Bologna 9
Carmignano di Brenta 9
Civitavecchia 9
Dublin 9
Guayaquil 9
Hanoi 9
Lima 9
Ankara 8
Dallas 8
Shanghai 8
Lyon 7
Montevideo 7
Montreal 7
Tallinn 7
Athens 6
Boston 6
Catania 6
Gorizia 6
Manchester 6
Parma 6
Stockholm 6
Warsaw 6
Bangkok 5
Cascais 5
Genova 5
Hefei 5
Istanbul 5
Johannesburg 5
Kunming 5
Latina 5
Messina 5
Mumbai 5
Nanjing 5
Phoenix 5
Riyadh 5
Sanayi 5
Seattle 5
Tehran 5
Zhengzhou 5
Amsterdam 4
Ariano nel Polesine 4
Burton-on-Trent 4
Central 4
Cremona 4
Denver 4
Heraklion 4
Jakarta 4
Jinan 4
Leverano 4
Totale 4.586
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Nome #
Once upon a Time in Italy: The Tale of the Morandi Bridge 301
Simplified modelling and pushover analysis of infilled frame structures accounting for strut flexibility 160
A seismic risk classification framework for non-structural elements 143
Risk‐based seismic design of base‐isolated structures with single surface friction sliders 140
Towards a practical loss‐based design approach and procedure 138
Re-visiting Earthquake Resistant Design 136
Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation 136
Evaluation of intensity measure performance in regional seismic risk assessment of reinforced concrete bridge inventories 127
Unbiased simplified seismic fragility estimation of non-ductile infilled RC structures 126
Regional Safety Assessment Of Existing Bridge Infrastructure Exposed To Seismic Hazard 122
Seismic risk prioritisation schemes for reinforced concrete bridge portfolios 118
Intensity Measure Selection for the Collapse Assessment of Existing RC Frames with Masonry Infill 118
Seismic Resilience Assessment in Optimally Integrated Retrofitting of Existing School Buildings in Italy 117
Optimal seismic retrofitting of existing buildings considering environmental impact 117
Simplified methodology for indirect loss-based prioritization in roadway bridge network risk assessment 113
Intensity Measures for the Collapse Assessment of Infilled RC Frames 111
System Identification and Seismic Assessment Modeling Implications for Italian School Buildings 111
On the seismic loss estimation of integrated performance-based designed buildings 111
Integrating expected loss and collapse risk in performance-based seismic design of structures 106
Optimal Combined Seismic and Energy Efficiency Retrofitting for Existing Buildings in Italy 105
Development of Fragility Curves for Large-Scale Seismic Risk of RC Structures 105
Seismic assessment and loss estimation of existing school buildings in Italy 104
Seismic intensity measures for risk assessment of bridges 102
Characterising the Seismic Behaviour of Steel Beam-Column Joints for Seismic Design 101
Seismic Retrofit of Existing School Buildings in Italy: Performance Evaluation and Loss Estimation 100
DEVELOPMENT OF A PYTHON-BASED STOREY LOSS FUNCTION GENERATOR 100
Towards Improved Response Quantification of Existing Infilled RC Frames 98
Simplified seismic assessment of infilled RC frame structures 95
Displacement-Based Framework for Simplified Seismic Loss Assessment 95
Simplified Pushover Analysis of Moment Resisting Frame Structures 94
Fragility Function for Eccentrically Braced Frame Structures 93
Using direct economic losses and collapse risk for seismic design of RC buildings 92
Development of a Novel Self-Centering Concentrically Braced Frame System for Deployment in Seismically Active Regions 91
Influence of Parameter Uncertainty in Multi-Criteria Decision-Making When Identifying Optimal Retrofitting Strategies for RC Buildings 90
Conceptual seismic design in performance-based earthquake engineering 90
System identification and structural modelling of Italian school buildings 89
On the Seismic Assessment and Retrofit of Italian RC Frame Buildings 87
Direct Displacement-Based Seismic Design of Eccentrically Braced Steel Frames 86
Seismic Risk Classification of Non-Structural Elements 84
Experimental Testing of a Novel Self-Centring Steel Braced Frame on the Shake-Table in DYNLAB-IZIIS 84
SELECTION OF OPTIMAL SEISMIC RETROFITTING FOR EXISTING SCHOOL BUILDINGS THROUGH MULTI-CRITERIA DECISION MAKING 83
Assessment of the Seismic Response of Concentrically-Braced Steel Frames 82
Developing a Direct Approach for Estimating Expected Annual Losses of Italian Buildings 81
Quantification of modelling uncertainty in existing Italian RC frames 79
Behaviour and Design of a Self-Centering Concentrically Braced Steel Frame System 79
Story loss functions for seismic design and assessment: Development of tools and application 79
Experimental testing of a self-centring concentrically braced steel frame 78
Influence of Modelling Parameters on the Fragility Assessment of pre-1970 Italian RC Structures 77
Modeling Techniques for the Seismic Assessment of the Existing Italian RC Frame Structures 77
Quantifying seismic risk in structures via simplified demand–intensity models 76
Comparing the seismic performance of concentrically braced frames with and without self-centering behaviour 75
Simplified Seismic Assessment of Infilled Reinforced Concrete Frames 75
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures 73
Probabilistic models for structures with bilinear demand-intensity relationships 73
Emergency navigation assistance for industrial plants workers subject to situational impairment 73
ACCURATE COLLAPSE CAPACITY QUANTIFICATION FOR INFILLED RC FRAME BUILDINGS 73
A ground motion model for orientation-independent inelastic spectral displacements from shallow crustal earthquakes 72
Exploring the site dependency of fragility functions in risk‐targeted design 72
Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings 72
Implications of a More Refined Damage Estimation Approach in the Assessment of RC Frames 70
Modelling Uncertainty in Existing Italian RC Frames 66
Towards Regional Safety Assessment of Bridge Infrastructure 66
Seismic Assessment of School Buildings in Italy: Retrofit and Risk Classification 66
On the seismic assessment and retrofit of infilled RC frames structures 65
Performance-Based Design of a Self-Centering Concentrically Braced Frame using the Direct Displacement-Based Design Procedure 64
haselREC: an automated open-source ground motion record selection and scaling tool 64
Exposure knowledge impact on regional seismic risk assessment of bridge portfolios 60
On the Efficient Risk Assessment of Bridge Structures 57
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures 55
On the utility of story loss functions for regional seismic vulnerability modeling and risk assessment 50
Artificial neural network-based ground motion model for next-generation seismic intensity measures 49
Appraising the Risk Assessment of Non-Structural Components via Simplified and Machine-Learning-Based Approaches 47
Exploring the Use of Orientation-Independent Inelastic Spectral Displacements in the Seismic Assessment of Bridges 47
On the fragility of non‐structural elements in loss and recovery: Field observations from Japan 46
Next-generation non-linear and collapse prediction models for short- to long-period systems via machine learning methods 45
Shake Table Testing of Self‐Centring Concentrically Braced Frames 42
Risk-aware navigation in industrial plants at risk of NaTech accidents 38
Fragility functions for non-ductile infilled reinforced concrete buildings using next-generation intensity measures based on analytical models and empirical data from past earthquakes 33
Simplified pushover-based seismic loss assessment for existing infilled frame structures 33
The Built Environment Data platform for experimental test data in earthquake engineering 32
Seismic loss assessment of existing hotel building in Ecuador 32
Correlation models for next-generation amplitude and cumulative intensity measures using artificial neural networks 29
Risk-aware navigation in industrial plants at risk of NaTech accidents 29
Validation of a Numerical Model for Novel Self-Centring Concentrically Braced Steel Frames 27
Three benefits of “Caution (Yellow Tag)” in SHM-driven condition assessment of buildings: Eight years experience with market-based SHM 16
Correction to: Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled {RC} frame structures 16
Totale 7.229
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Categoria #
all - tutte 52.762
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 52.762
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021333 0 0 0 0 0 10 24 28 71 29 152 19
2021/2022361 11 48 72 36 22 10 18 16 21 41 17 49
2022/20232.468 423 323 177 239 88 307 43 213 206 136 285 28
2023/20241.335 169 46 144 87 142 92 287 35 64 29 62 178
2024/20251.223 141 34 29 64 98 178 70 99 163 89 103 155
2025/2026846 164 106 198 180 184 14 0 0 0 0 0 0
Totale 7.229