IRIS
O'REILLY, GERARD JOHN
 Distribuzione geografica
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Continente #
NA - Nord America 3.927
EU - Europa 2.771
AS - Asia 2.195
SA - Sud America 345
AF - Africa 166
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 3
Totale 9.417
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Nazione #
US - Stati Uniti d'America 3.783
CN - Cina 931
IT - Italia 862
DE - Germania 638
SG - Singapore 541
SE - Svezia 337
GB - Regno Unito 313
BR - Brasile 154
RU - Federazione Russa 141
IN - India 116
VN - Vietnam 111
CA - Canada 97
CI - Costa d'Avorio 78
CH - Svizzera 73
HK - Hong Kong 70
FR - Francia 69
CZ - Repubblica Ceca 62
FI - Finlandia 55
TR - Turchia 54
BD - Bangladesh 52
EC - Ecuador 50
AR - Argentina 43
IL - Israele 35
CO - Colombia 32
JP - Giappone 32
NL - Olanda 31
PK - Pakistan 26
SA - Arabia Saudita 26
PE - Perù 25
BE - Belgio 23
ID - Indonesia 23
IR - Iran 22
PT - Portogallo 22
IQ - Iraq 21
MX - Messico 21
ZA - Sudafrica 20
MY - Malesia 19
PH - Filippine 19
ES - Italia 18
IE - Irlanda 18
VE - Venezuela 18
GR - Grecia 17
UZ - Uzbekistan 16
PL - Polonia 15
ET - Etiopia 13
KE - Kenya 11
MK - Macedonia 10
NP - Nepal 10
TN - Tunisia 10
DZ - Algeria 9
LT - Lituania 9
UA - Ucraina 9
UY - Uruguay 9
CL - Cile 8
EE - Estonia 8
KR - Corea 8
HR - Croazia 7
JO - Giordania 7
NZ - Nuova Zelanda 7
PS - Palestinian Territory 7
TH - Thailandia 7
EG - Egitto 6
MA - Marocco 6
AL - Albania 5
AM - Armenia 5
BZ - Belize 5
HN - Honduras 5
OM - Oman 5
AE - Emirati Arabi Uniti 4
AT - Austria 4
BG - Bulgaria 4
BY - Bielorussia 4
CR - Costa Rica 4
CY - Cipro 4
DK - Danimarca 4
KZ - Kazakistan 4
PA - Panama 4
A2 - ???statistics.table.value.countryCode.A2??? 3
AZ - Azerbaigian 3
BO - Bolivia 3
HU - Ungheria 3
JM - Giamaica 3
LB - Libano 3
RO - Romania 3
AU - Australia 2
DO - Repubblica Dominicana 2
KG - Kirghizistan 2
MN - Mongolia 2
PY - Paraguay 2
QA - Qatar 2
SM - San Marino 2
SN - Senegal 2
TJ - Tagikistan 2
ZM - Zambia 2
ZW - Zimbabwe 2
BH - Bahrain 1
BN - Brunei Darussalam 1
GE - Georgia 1
GH - Ghana 1
GN - Guinea 1
Totale 9.399
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Città #
San Jose 616
Ashburn 494
Beijing 449
Chicago 423
Chandler 418
Frankfurt am Main 349
London 252
Singapore 249
Princeton 247
Boardman 210
Milan 202
San Mateo 131
The Dalles 123
Pavia 104
Munich 97
Los Angeles 83
Abidjan 78
Council Bluffs 72
Lawrence 72
Zurich 65
Hong Kong 60
Toronto 59
Rome 52
Helsinki 42
Brno 40
Ho Chi Minh City 36
Hanover 34
Las Vegas 30
Assago 28
New York 28
Redwood City 27
Naples 24
Quito 24
Lanzhou 23
Tokyo 23
Chennai 21
Atlanta 20
Brussels 20
Hanoi 20
Orem 19
Ann Arbor 18
Kyjov 18
Guangzhou 17
São Paulo 17
Netanya 16
Mumbai 15
Travaco Siccomario 15
Trento 15
Lima 14
Moscow 14
Shanghai 14
Civitavecchia 13
Guayaquil 13
Brooklyn 12
Lahore 12
Nuremberg 12
Santa Clara 12
Tashkent 12
Tortona 12
Addis Ababa 11
Ankara 11
Caracas 11
Dublin 11
Istanbul 11
Manchester 11
Medellín 11
Miami 11
Riyadh 11
San Francisco 11
Turku 11
Baghdad 10
Bologna 10
Changsha 10
Dallas 10
Haifa 10
Johannesburg 10
New Delhi 10
Berlin 9
Carmignano di Brenta 9
Nairobi 9
Amsterdam 8
Da Nang 8
Jeddah 8
Kuala Lumpur 8
Montevideo 8
Montreal 8
Parma 8
Bogotá 7
Delhi 7
Dhaka 7
Lyon 7
Santiago 7
Tallinn 7
Turin 7
Amman 6
Athens 6
Boston 6
Cascais 6
Catania 6
Gorizia 6
Totale 5.994
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Nome #
Once upon a Time in Italy: The Tale of the Morandi Bridge 332
Simplified modelling and pushover analysis of infilled frame structures accounting for strut flexibility 185
A seismic risk classification framework for non-structural elements 167
Towards a practical loss‐based design approach and procedure 161
Risk‐based seismic design of base‐isolated structures with single surface friction sliders 160
Re-visiting Earthquake Resistant Design 160
Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation 160
Seismic risk prioritisation schemes for reinforced concrete bridge portfolios 159
Intensity Measure Selection for the Collapse Assessment of Existing RC Frames with Masonry Infill 159
Evaluation of intensity measure performance in regional seismic risk assessment of reinforced concrete bridge inventories 155
On the seismic loss estimation of integrated performance-based designed buildings 154
Unbiased simplified seismic fragility estimation of non-ductile infilled RC structures 151
Intensity Measures for the Collapse Assessment of Infilled RC Frames 144
Seismic Resilience Assessment in Optimally Integrated Retrofitting of Existing School Buildings in Italy 141
Regional Safety Assessment Of Existing Bridge Infrastructure Exposed To Seismic Hazard 141
Simplified methodology for indirect loss-based prioritization in roadway bridge network risk assessment 136
Optimal seismic retrofitting of existing buildings considering environmental impact 135
Characterising the Seismic Behaviour of Steel Beam-Column Joints for Seismic Design 133
Seismic intensity measures for risk assessment of bridges 133
Optimal Combined Seismic and Energy Efficiency Retrofitting for Existing Buildings in Italy 132
Seismic assessment and loss estimation of existing school buildings in Italy 130
System Identification and Seismic Assessment Modeling Implications for Italian School Buildings 129
Integrating expected loss and collapse risk in performance-based seismic design of structures 129
Development of Fragility Curves for Large-Scale Seismic Risk of RC Structures 129
Fragility Function for Eccentrically Braced Frame Structures 127
Influence of Parameter Uncertainty in Multi-Criteria Decision-Making When Identifying Optimal Retrofitting Strategies for RC Buildings 123
DEVELOPMENT OF A PYTHON-BASED STOREY LOSS FUNCTION GENERATOR 123
Seismic Retrofit of Existing School Buildings in Italy: Performance Evaluation and Loss Estimation 122
Towards Improved Response Quantification of Existing Infilled RC Frames 121
Displacement-Based Framework for Simplified Seismic Loss Assessment 119
Simplified Pushover Analysis of Moment Resisting Frame Structures 118
Using direct economic losses and collapse risk for seismic design of RC buildings 116
Conceptual seismic design in performance-based earthquake engineering 115
Direct Displacement-Based Seismic Design of Eccentrically Braced Steel Frames 112
System identification and structural modelling of Italian school buildings 112
Development of a Novel Self-Centering Concentrically Braced Frame System for Deployment in Seismically Active Regions 111
Simplified seismic assessment of infilled RC frame structures 111
Experimental Testing of a Novel Self-Centring Steel Braced Frame on the Shake-Table in DYNLAB-IZIIS 111
On the Seismic Assessment and Retrofit of Italian RC Frame Buildings 110
Modeling Techniques for the Seismic Assessment of the Existing Italian RC Frame Structures 106
Seismic Risk Classification of Non-Structural Elements 106
SELECTION OF OPTIMAL SEISMIC RETROFITTING FOR EXISTING SCHOOL BUILDINGS THROUGH MULTI-CRITERIA DECISION MAKING 106
Assessment of the Seismic Response of Concentrically-Braced Steel Frames 105
Quantification of modelling uncertainty in existing Italian RC frames 104
Behaviour and Design of a Self-Centering Concentrically Braced Steel Frame System 103
Developing a Direct Approach for Estimating Expected Annual Losses of Italian Buildings 102
Influence of Modelling Parameters on the Fragility Assessment of pre-1970 Italian RC Structures 101
Towards Regional Safety Assessment of Bridge Infrastructure 101
Comparing the seismic performance of concentrically braced frames with and without self-centering behaviour 100
Quantifying seismic risk in structures via simplified demand–intensity models 100
Experimental testing of a self-centring concentrically braced steel frame 100
Story loss functions for seismic design and assessment: Development of tools and application 99
A ground motion model for orientation-independent inelastic spectral displacements from shallow crustal earthquakes 98
ACCURATE COLLAPSE CAPACITY QUANTIFICATION FOR INFILLED RC FRAME BUILDINGS 98
Implications of a More Refined Damage Estimation Approach in the Assessment of RC Frames 96
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures 95
Emergency navigation assistance for industrial plants workers subject to situational impairment 95
Probabilistic models for structures with bilinear demand-intensity relationships 94
Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings 91
Simplified Seismic Assessment of Infilled Reinforced Concrete Frames 90
haselREC: an automated open-source ground motion record selection and scaling tool 90
Exploring the site dependency of fragility functions in risk‐targeted design 87
Seismic Assessment of School Buildings in Italy: Retrofit and Risk Classification 87
Modelling Uncertainty in Existing Italian RC Frames 85
Exposure knowledge impact on regional seismic risk assessment of bridge portfolios 82
On the seismic assessment and retrofit of infilled RC frames structures 82
Performance-Based Design of a Self-Centering Concentrically Braced Frame using the Direct Displacement-Based Design Procedure 82
Artificial neural network-based ground motion model for next-generation seismic intensity measures 79
On the Efficient Risk Assessment of Bridge Structures 79
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures 78
On the utility of story loss functions for regional seismic vulnerability modeling and risk assessment 74
Next-generation non-linear and collapse prediction models for short- to long-period systems via machine learning methods 72
Appraising the Risk Assessment of Non-Structural Components via Simplified and Machine-Learning-Based Approaches 69
Exploring the Use of Orientation-Independent Inelastic Spectral Displacements in the Seismic Assessment of Bridges 69
On the fragility of non‐structural elements in loss and recovery: Field observations from Japan 69
Risk-aware navigation in industrial plants at risk of NaTech accidents 65
Shake Table Testing of Self‐Centring Concentrically Braced Frames 61
Seismic loss assessment of existing hotel building in Ecuador 60
Correlation models for next-generation amplitude and cumulative intensity measures using artificial neural networks 57
Fragility functions for non-ductile infilled reinforced concrete buildings using next-generation intensity measures based on analytical models and empirical data from past earthquakes 57
The Built Environment Data platform for experimental test data in earthquake engineering 54
Simplified pushover-based seismic loss assessment for existing infilled frame structures 50
Risk-aware navigation in industrial plants at risk of NaTech accidents 50
Validation of a Numerical Model for Novel Self-Centring Concentrically Braced Steel Frames 45
Correction to: Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled {RC} frame structures 43
Simulated Design of Turkish RC Frame Buildings for Vulnerability Modelling 35
Three benefits of “Caution (Yellow Tag)” in SHM-driven condition assessment of buildings: Eight years experience with market-based SHM 32
ADVANCING SEISMIC DESIGN AND ASSESSMENT THROUGH EXPERIMENTAL TESTING: INSIGHTS FROM THE ERIES PROJECT 31
DJURA GROUND MOTION RECORD SELECTOR: A SOFTWARE SOLUTION FOR EARTHQUAKE ENGINEERING 26
THE ROLE OF STORY LOSS FUNCTIONS IN REGIONAL SEISMIC VULNERABILITY MODELLING AND RISK ASSESSMENT 23
Quantifying the Impacts of Incorporating Damage Correlation on Scenario‐Based Regional Seismic Assessment 23
A FRAMEWORK FOR ENHANCING SEISMIC VULNERABILITY MODELING THROUGH SIMULATED DESIGN 22
Experimental data from out-of-plane shake-table tests on unreinforced masonry gables 21
BRIDGING THE GAP: A SOFTWARE TOOL FOR EFFICIENT GROUND MOTION RECORD SELECTION IN EARTHQUAKE ENGINEERING 20
ERIES: Advancing frontier knowledge in earthquake, geotechnical and wind engineering through experimental research 19
UTILIZATION OF A SENSOR ARRAY FOR THE RISK-AWARE NAVIGATION IN INDUSTRIAL PLANTS AT RISK OF NATECH ACCIDENTS 18
A model for the simulated design of Turkish RC frame buildings in seismic vulnerability analysis 16
Impact of ground motion record selection on higher-mode responses in RC wall buildings: comparing uniform hazard and conditional spectra approaches 16
Impact of modeling decisions on seismic loss and fragility assessment of steel buildings 16
A COLLABORATIVE FRAMEWORK TO MODEL THE SEISMIC VULNERABILITY OF RC BUILDINGS USING SIMULATED DESIGN 15
Totale 9.615
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Categoria #
all - tutte 57.188
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 57.188
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021200 0 0 0 0 0 0 0 0 0 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
2025/20263.246 164 106 198 180 184 155 687 514 728 330 0 0
Totale 9.629