IRIS
O'REILLY, GERARD JOHN
 Distribuzione geografica
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Continente #
NA - Nord America 2.546
EU - Europa 2.351
AS - Asia 887
AF - Africa 89
SA - Sud America 58
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 3
Totale 5.943
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Nazione #
US - Stati Uniti d'America 2.461
IT - Italia 717
DE - Germania 570
CN - Cina 500
SE - Svezia 332
GB - Regno Unito 274
SG - Singapore 214
RU - Federazione Russa 122
CI - Costa d'Avorio 78
CH - Svizzera 73
CA - Canada 70
CZ - Repubblica Ceca 62
FI - Finlandia 40
JP - Giappone 27
FR - Francia 26
EC - Ecuador 25
BE - Belgio 22
TR - Turchia 21
IN - India 19
IR - Iran 19
PT - Portogallo 19
IL - Israele 18
NL - Olanda 17
PE - Perù 17
GR - Grecia 16
IE - Irlanda 14
HK - Hong Kong 12
MK - Macedonia 10
KR - Corea 8
EE - Estonia 7
NZ - Nuova Zelanda 7
DZ - Algeria 6
HR - Croazia 6
ID - Indonesia 6
MY - Malesia 6
TH - Thailandia 6
AM - Armenia 5
BZ - Belize 5
CO - Colombia 5
HN - Honduras 5
UY - Uruguay 5
DK - Danimarca 4
EG - Egitto 4
LT - Lituania 4
NP - Nepal 4
PK - Pakistan 4
PS - Palestinian Territory 4
A2 - ???statistics.table.value.countryCode.A2??? 3
AR - Argentina 3
CY - Cipro 3
PL - Polonia 3
SA - Arabia Saudita 3
UA - Ucraina 3
AE - Emirati Arabi Uniti 2
AT - Austria 2
AU - Australia 2
BD - Bangladesh 2
CR - Costa Rica 2
ES - Italia 2
PH - Filippine 2
RO - Romania 2
SM - San Marino 2
BR - Brasile 1
CL - Cile 1
DO - Repubblica Dominicana 1
HU - Ungheria 1
IQ - Iraq 1
KG - Kirghizistan 1
LV - Lettonia 1
MX - Messico 1
PA - Panama 1
VE - Venezuela 1
ZA - Sudafrica 1
Totale 5.943
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Città #
Chandler 418
Beijing 399
Frankfurt am Main 340
Chicago 334
Princeton 247
London 244
Boardman 192
Milan 180
San Mateo 131
Ashburn 130
The Dalles 122
Pavia 96
Abidjan 78
Singapore 77
Lawrence 72
Council Bluffs 69
Los Angeles 66
Zurich 65
Munich 56
Toronto 52
Brno 40
Helsinki 38
Rome 38
Hanover 34
Las Vegas 29
Redwood City 27
Naples 24
Brussels 20
Tokyo 20
Ann Arbor 18
Kyjov 18
Atlanta 16
Quito 16
Travaco Siccomario 15
Moscow 13
New York 13
Trento 13
Tortona 12
Guangzhou 11
Miami 11
Haifa 10
Bologna 9
Carmignano di Brenta 9
Civitavecchia 9
Dublin 9
Berlin 8
Lima 8
Guayaquil 7
Lyon 7
Tallinn 7
Ankara 6
Gorizia 6
Parma 6
Shanghai 6
Athens 5
Bangkok 5
Cascais 5
Catania 5
Changsha 5
Genova 5
Hefei 5
Lanzhou 5
Latina 5
Messina 5
Montevideo 5
Sanayi 5
Ariano nel Polesine 4
Burton-on-Trent 4
Central 4
Cremona 4
Heraklion 4
Istanbul 4
Kunming 4
Leverano 4
Maia 4
Modena 4
Mumbai 4
Nanjing 4
Napoli 4
Padova 4
Tehran 4
Tel Aviv 4
Turin 4
Vancouver 4
Acireale 3
Biella 3
Borgo San Lorenzo 3
Cairo 3
Casazza 3
Chieti 3
Dalmine 3
Delhi 3
Falkenstein 3
Farnham 3
Ferrara di Monte Baldo 3
Formia 3
Fuzhou 3
Hong Kong 3
Jakarta 3
Johor Bahru 3
Totale 4.081
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Nome #
Once upon a Time in Italy: The Tale of the Morandi Bridge 283
Simplified modelling and pushover analysis of infilled frame structures accounting for strut flexibility 146
Risk‐based seismic design of base‐isolated structures with single surface friction sliders 133
A seismic risk classification framework for non-structural elements 127
Re-visiting Earthquake Resistant Design 126
Towards a practical loss‐based design approach and procedure 125
Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation 124
Unbiased simplified seismic fragility estimation of non-ductile infilled RC structures 115
Evaluation of intensity measure performance in regional seismic risk assessment of reinforced concrete bridge inventories 110
Regional Safety Assessment Of Existing Bridge Infrastructure Exposed To Seismic Hazard 109
Intensity Measure Selection for the Collapse Assessment of Existing RC Frames with Masonry Infill 107
Optimal seismic retrofitting of existing buildings considering environmental impact 107
Intensity Measures for the Collapse Assessment of Infilled RC Frames 106
Seismic Resilience Assessment in Optimally Integrated Retrofitting of Existing School Buildings in Italy 99
On the seismic loss estimation of integrated performance-based designed buildings 98
Simplified methodology for indirect loss-based prioritization in roadway bridge network risk assessment 97
Integrating expected loss and collapse risk in performance-based seismic design of structures 96
System Identification and Seismic Assessment Modeling Implications for Italian School Buildings 93
Development of Fragility Curves for Large-Scale Seismic Risk of RC Structures 91
Towards Improved Response Quantification of Existing Infilled RC Frames 91
Seismic risk prioritisation schemes for reinforced concrete bridge portfolios 90
Fragility Function for Eccentrically Braced Frame Structures 88
Characterising the Seismic Behaviour of Steel Beam-Column Joints for Seismic Design 87
Simplified seismic assessment of infilled RC frame structures 86
Seismic Retrofit of Existing School Buildings in Italy: Performance Evaluation and Loss Estimation 86
Seismic assessment and loss estimation of existing school buildings in Italy 85
Simplified Pushover Analysis of Moment Resisting Frame Structures 85
Optimal Combined Seismic and Energy Efficiency Retrofitting for Existing Buildings in Italy 84
Displacement-Based Framework for Simplified Seismic Loss Assessment 84
Using direct economic losses and collapse risk for seismic design of RC buildings 80
Seismic intensity measures for risk assessment of bridges 80
DEVELOPMENT OF A PYTHON-BASED STOREY LOSS FUNCTION GENERATOR 80
Seismic Risk Classification of Non-Structural Elements 77
Influence of Parameter Uncertainty in Multi-Criteria Decision-Making When Identifying Optimal Retrofitting Strategies for RC Buildings 76
On the Seismic Assessment and Retrofit of Italian RC Frame Buildings 76
Development of a Novel Self-Centering Concentrically Braced Frame System for Deployment in Seismically Active Regions 76
Conceptual seismic design in performance-based earthquake engineering 76
Direct Displacement-Based Seismic Design of Eccentrically Braced Steel Frames 75
Quantification of modelling uncertainty in existing Italian RC frames 74
Experimental Testing of a Novel Self-Centring Steel Braced Frame on the Shake-Table in DYNLAB-IZIIS 74
System identification and structural modelling of Italian school buildings 73
SELECTION OF OPTIMAL SEISMIC RETROFITTING FOR EXISTING SCHOOL BUILDINGS THROUGH MULTI-CRITERIA DECISION MAKING 73
Modeling Techniques for the Seismic Assessment of the Existing Italian RC Frame Structures 70
Influence of Modelling Parameters on the Fragility Assessment of pre-1970 Italian RC Structures 69
Developing a Direct Approach for Estimating Expected Annual Losses of Italian Buildings 68
Assessment of the Seismic Response of Concentrically-Braced Steel Frames 68
Story loss functions for seismic design and assessment: Development of tools and application 68
Quantifying seismic risk in structures via simplified demand–intensity models 67
Behaviour and Design of a Self-Centering Concentrically Braced Steel Frame System 66
Comparing the seismic performance of concentrically braced frames with and without self-centering behaviour 64
Experimental testing of a self-centring concentrically braced steel frame 64
Exploring the site dependency of fragility functions in risk‐targeted design 63
Implications of a More Refined Damage Estimation Approach in the Assessment of RC Frames 63
Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings 63
Probabilistic models for structures with bilinear demand-intensity relationships 63
ACCURATE COLLAPSE CAPACITY QUANTIFICATION FOR INFILLED RC FRAME BUILDINGS 63
Simplified Seismic Assessment of Infilled Reinforced Concrete Frames 62
Emergency navigation assistance for industrial plants workers subject to situational impairment 61
Performance-Based Design of a Self-Centering Concentrically Braced Frame using the Direct Displacement-Based Design Procedure 58
Modelling Uncertainty in Existing Italian RC Frames 58
Towards Regional Safety Assessment of Bridge Infrastructure 56
A ground motion model for orientation-independent inelastic spectral displacements from shallow crustal earthquakes 54
On the seismic assessment and retrofit of infilled RC frames structures 54
haselREC: an automated open-source ground motion record selection and scaling tool 53
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures 51
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures 50
Exposure knowledge impact on regional seismic risk assessment of bridge portfolios 48
Seismic Assessment of School Buildings in Italy: Retrofit and Risk Classification 48
On the Efficient Risk Assessment of Bridge Structures 47
On the utility of story loss functions for regional seismic vulnerability modeling and risk assessment 39
Next-generation non-linear and collapse prediction models for short- to long-period systems via machine learning methods 35
Shake Table Testing of Self‐Centring Concentrically Braced Frames 35
Appraising the Risk Assessment of Non-Structural Components via Simplified and Machine-Learning-Based Approaches 29
On the fragility of non‐structural elements in loss and recovery: Field observations from Japan 27
Risk-aware navigation in industrial plants at risk of NaTech accidents 27
Simplified pushover-based seismic loss assessment for existing infilled frame structures 26
Exploring the Use of Orientation-Independent Inelastic Spectral Displacements in the Seismic Assessment of Bridges 23
Artificial neural network-based ground motion model for next-generation seismic intensity measures 22
The Built Environment Data platform for experimental test data in earthquake engineering 19
Risk-aware navigation in industrial plants at risk of NaTech accidents 18
Fragility functions for non-ductile infilled reinforced concrete buildings using next-generation intensity measures based on analytical models and empirical data from past earthquakes 17
Validation of a Numerical Model for Novel Self-Centring Concentrically Braced Steel Frames 16
Seismic loss assessment of existing hotel building in Ecuador 14
Correlation models for next-generation amplitude and cumulative intensity measures using artificial neural networks 9
Correction to: Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled {RC} frame structures 8
Three benefits of “Caution (Yellow Tag)” in SHM-driven condition assessment of buildings: Eight years experience with market-based SHM 6
Totale 6.137
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Categoria #
all - tutte 42.001
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 42.001
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020138 0 0 0 0 0 0 0 0 0 0 104 34
2020/2021422 42 4 5 16 22 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
2024/2025977 141 34 29 64 98 178 70 99 163 89 12 0
Totale 6.137