IRIS
O'REILLY, GERARD JOHN
 Distribuzione geografica
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Continente #
NA - Nord America 2.605
EU - Europa 2.375
AS - Asia 894
AF - Africa 90
SA - Sud America 80
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 3
Totale 6.056
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Nazione #
US - Stati Uniti d'America 2.512
IT - Italia 723
DE - Germania 576
CN - Cina 500
SE - Svezia 333
GB - Regno Unito 275
SG - Singapore 216
RU - Federazione Russa 122
CI - Costa d'Avorio 78
CA - Canada 77
CH - Svizzera 73
CZ - Repubblica Ceca 62
FI - Finlandia 42
JP - Giappone 27
FR - Francia 26
EC - Ecuador 25
TR - Turchia 24
BE - Belgio 22
BR - Brasile 21
IN - India 21
IR - Iran 19
NL - Olanda 19
PT - Portogallo 19
IL - Israele 18
PE - Perù 18
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
ES - Italia 5
HN - Honduras 5
PL - Polonia 5
UY - Uruguay 5
AR - Argentina 4
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
AT - Austria 3
CY - Cipro 3
SA - Arabia Saudita 3
UA - Ucraina 3
AE - Emirati Arabi Uniti 2
AU - Australia 2
BD - Bangladesh 2
CR - Costa Rica 2
MX - Messico 2
PH - Filippine 2
RO - Romania 2
SM - San Marino 2
ZA - Sudafrica 2
CL - Cile 1
DO - Repubblica Dominicana 1
HU - Ungheria 1
IQ - Iraq 1
KG - Kirghizistan 1
LV - Lettonia 1
PA - Panama 1
VE - Venezuela 1
Totale 6.056
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Città #
Chandler 418
Beijing 399
Frankfurt am Main 340
Chicago 334
Princeton 247
London 244
Boardman 192
Milan 180
Ashburn 132
San Mateo 131
The Dalles 123
Pavia 96
Singapore 79
Abidjan 78
Lawrence 72
Council Bluffs 69
Los Angeles 68
Zurich 65
Munich 61
Toronto 55
Brno 40
Rome 39
Helsinki 38
Hanover 34
Las Vegas 29
Redwood City 27
Naples 24
Brussels 20
Tokyo 20
Ann Arbor 18
Kyjov 18
Atlanta 16
New York 16
Quito 16
Travaco Siccomario 15
Moscow 13
Trento 13
Tortona 12
Guangzhou 11
Miami 11
Haifa 10
Bologna 9
Carmignano di Brenta 9
Civitavecchia 9
Dublin 9
Lima 9
Berlin 8
Ankara 7
Guayaquil 7
Lyon 7
Tallinn 7
Catania 6
Gorizia 6
Parma 6
Shanghai 6
Athens 5
Bangkok 5
Cascais 5
Changsha 5
Genova 5
Hefei 5
Istanbul 5
Lanzhou 5
Latina 5
Messina 5
Montevideo 5
San Francisco 5
Sanayi 5
São Paulo 5
Ariano nel Polesine 4
Brooklyn 4
Burton-on-Trent 4
Central 4
Cremona 4
Heraklion 4
Kunming 4
Leverano 4
Maia 4
Manchester 4
Modena 4
Mumbai 4
Nanjing 4
Napoli 4
Nuremberg 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
Denver 3
Falkenstein 3
Farnham 3
Totale 4.111
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Nome #
Once upon a Time in Italy: The Tale of the Morandi Bridge 286
Simplified modelling and pushover analysis of infilled frame structures accounting for strut flexibility 147
Risk‐based seismic design of base‐isolated structures with single surface friction sliders 134
Re-visiting Earthquake Resistant Design 127
Towards a practical loss‐based design approach and procedure 127
A seismic risk classification framework for non-structural elements 127
Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation 125
Unbiased simplified seismic fragility estimation of non-ductile infilled RC structures 116
Evaluation of intensity measure performance in regional seismic risk assessment of reinforced concrete bridge inventories 113
Regional Safety Assessment Of Existing Bridge Infrastructure Exposed To Seismic Hazard 110
Intensity Measure Selection for the Collapse Assessment of Existing RC Frames with Masonry Infill 108
Optimal seismic retrofitting of existing buildings considering environmental impact 108
Intensity Measures for the Collapse Assessment of Infilled RC Frames 107
Seismic Resilience Assessment in Optimally Integrated Retrofitting of Existing School Buildings in Italy 103
Simplified methodology for indirect loss-based prioritization in roadway bridge network risk assessment 101
On the seismic loss estimation of integrated performance-based designed buildings 99
Integrating expected loss and collapse risk in performance-based seismic design of structures 97
System Identification and Seismic Assessment Modeling Implications for Italian School Buildings 95
Seismic risk prioritisation schemes for reinforced concrete bridge portfolios 94
Development of Fragility Curves for Large-Scale Seismic Risk of RC Structures 92
Towards Improved Response Quantification of Existing Infilled RC Frames 92
Fragility Function for Eccentrically Braced Frame Structures 88
Characterising the Seismic Behaviour of Steel Beam-Column Joints for Seismic Design 88
Seismic Retrofit of Existing School Buildings in Italy: Performance Evaluation and Loss Estimation 88
Optimal Combined Seismic and Energy Efficiency Retrofitting for Existing Buildings in Italy 87
Simplified seismic assessment of infilled RC frame structures 87
Seismic assessment and loss estimation of existing school buildings in Italy 86
Simplified Pushover Analysis of Moment Resisting Frame Structures 86
Displacement-Based Framework for Simplified Seismic Loss Assessment 86
Seismic intensity measures for risk assessment of bridges 83
DEVELOPMENT OF A PYTHON-BASED STOREY LOSS FUNCTION GENERATOR 83
Using direct economic losses and collapse risk for seismic design of RC buildings 82
On the Seismic Assessment and Retrofit of Italian RC Frame Buildings 77
Development of a Novel Self-Centering Concentrically Braced Frame System for Deployment in Seismically Active Regions 77
Conceptual seismic design in performance-based earthquake engineering 77
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
Direct Displacement-Based Seismic Design of Eccentrically Braced Steel Frames 76
Experimental Testing of a Novel Self-Centring Steel Braced Frame on the Shake-Table in DYNLAB-IZIIS 75
Quantification of modelling uncertainty in existing Italian RC frames 74
System identification and structural modelling of Italian school buildings 74
SELECTION OF OPTIMAL SEISMIC RETROFITTING FOR EXISTING SCHOOL BUILDINGS THROUGH MULTI-CRITERIA DECISION MAKING 74
Modeling Techniques for the Seismic Assessment of the Existing Italian RC Frame Structures 71
Influence of Modelling Parameters on the Fragility Assessment of pre-1970 Italian RC Structures 70
Developing a Direct Approach for Estimating Expected Annual Losses of Italian Buildings 69
Assessment of the Seismic Response of Concentrically-Braced Steel Frames 69
Story loss functions for seismic design and assessment: Development of tools and application 69
Quantifying seismic risk in structures via simplified demand–intensity models 67
Behaviour and Design of a Self-Centering Concentrically Braced Steel Frame System 67
Comparing the seismic performance of concentrically braced frames with and without self-centering behaviour 65
Experimental testing of a self-centring concentrically braced steel frame 65
Exploring the site dependency of fragility functions in risk‐targeted design 64
Implications of a More Refined Damage Estimation Approach in the Assessment of RC Frames 64
Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings 64
Probabilistic models for structures with bilinear demand-intensity relationships 64
Simplified Seismic Assessment of Infilled Reinforced Concrete Frames 64
ACCURATE COLLAPSE CAPACITY QUANTIFICATION FOR INFILLED RC FRAME BUILDINGS 64
Emergency navigation assistance for industrial plants workers subject to situational impairment 62
Modelling Uncertainty in Existing Italian RC Frames 59
Performance-Based Design of a Self-Centering Concentrically Braced Frame using the Direct Displacement-Based Design Procedure 58
Towards Regional Safety Assessment of Bridge Infrastructure 57
A ground motion model for orientation-independent inelastic spectral displacements from shallow crustal earthquakes 56
On the seismic assessment and retrofit of infilled RC frames structures 55
haselREC: an automated open-source ground motion record selection and scaling tool 54
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures 51
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures 51
Exposure knowledge impact on regional seismic risk assessment of bridge portfolios 49
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 41
Next-generation non-linear and collapse prediction models for short- to long-period systems via machine learning methods 36
Shake Table Testing of Self‐Centring Concentrically Braced Frames 35
On the fragility of non‐structural elements in loss and recovery: Field observations from Japan 32
Appraising the Risk Assessment of Non-Structural Components via Simplified and Machine-Learning-Based Approaches 31
Risk-aware navigation in industrial plants at risk of NaTech accidents 28
Artificial neural network-based ground motion model for next-generation seismic intensity measures 27
Simplified pushover-based seismic loss assessment for existing infilled frame structures 27
Exploring the Use of Orientation-Independent Inelastic Spectral Displacements in the Seismic Assessment of Bridges 25
The Built Environment Data platform for experimental test data in earthquake engineering 20
Fragility functions for non-ductile infilled reinforced concrete buildings using next-generation intensity measures based on analytical models and empirical data from past earthquakes 18
Risk-aware navigation in industrial plants at risk of NaTech accidents 18
Seismic loss assessment of existing hotel building in Ecuador 16
Validation of a Numerical Model for Novel Self-Centring Concentrically Braced Steel Frames 16
Correlation models for next-generation amplitude and cumulative intensity measures using artificial neural networks 11
Correction to: Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled {RC} frame structures 9
Three benefits of “Caution (Yellow Tag)” in SHM-driven condition assessment of buildings: Eight years experience with market-based SHM 8
Totale 6.250
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Categoria #
all - tutte 43.003
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 43.003
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202034 0 0 0 0 0 0 0 0 0 0 0 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
2024/20251.090 141 34 29 64 98 178 70 99 163 89 103 22
Totale 6.250