IRIS
O'REILLY, GERARD JOHN
 Distribuzione geografica
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Continente #
NA - Nord America 4.320
EU - Europa 2.815
AS - Asia 2.260
SA - Sud America 349
AF - Africa 166
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 3
Totale 9.923
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Nazione #
US - Stati Uniti d'America 4.169
CN - Cina 957
IT - Italia 896
DE - Germania 638
SG - Singapore 558
SE - Svezia 337
GB - Regno Unito 315
BR - Brasile 154
RU - Federazione Russa 141
IN - India 116
VN - Vietnam 114
CA - Canada 100
CI - Costa d'Avorio 78
CH - Svizzera 73
FR - Francia 70
HK - Hong Kong 70
CZ - Repubblica Ceca 62
BD - Bangladesh 61
TR - Turchia 57
FI - Finlandia 55
EC - Ecuador 50
AR - Argentina 43
IL - Israele 35
JP - Giappone 34
NL - Olanda 33
CO - Colombia 32
PK - Pakistan 27
PE - Perù 26
SA - Arabia Saudita 26
BE - Belgio 23
ID - Indonesia 23
IR - Iran 22
MX - Messico 22
PT - Portogallo 22
IQ - Iraq 21
MY - Malesia 21
ZA - Sudafrica 20
GR - Grecia 19
PH - Filippine 19
ES - Italia 18
IE - Irlanda 18
VE - Venezuela 18
UZ - Uzbekistan 16
PL - Polonia 15
ET - Etiopia 13
CL - Cile 11
KE - Kenya 11
MK - Macedonia 10
NP - Nepal 10
TN - Tunisia 10
DZ - Algeria 9
LT - Lituania 9
UA - Ucraina 9
UY - Uruguay 9
EE - Estonia 8
KR - Corea 8
HR - Croazia 7
JO - Giordania 7
NZ - Nuova Zelanda 7
PS - Palestinian Territory 7
TH - Thailandia 7
AE - Emirati Arabi Uniti 6
EG - Egitto 6
MA - Marocco 6
AL - Albania 5
AM - Armenia 5
BZ - Belize 5
CR - Costa Rica 5
HN - Honduras 5
OM - Oman 5
AT - Austria 4
BG - Bulgaria 4
BY - Bielorussia 4
CY - Cipro 4
DK - Danimarca 4
JM - Giamaica 4
KZ - Kazakistan 4
MD - Moldavia 4
PA - Panama 4
A2 - ???statistics.table.value.countryCode.A2??? 3
AZ - Azerbaigian 3
BO - Bolivia 3
HU - Ungheria 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
Totale 9.904
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Città #
San Jose 702
Ashburn 503
Beijing 450
Chicago 424
Chandler 418
Frankfurt am Main 349
Council Bluffs 283
London 252
Singapore 250
Princeton 247
Boardman 210
Milan 205
San Mateo 131
The Dalles 123
Pavia 104
Munich 97
Los Angeles 85
Abidjan 78
Lawrence 72
Zurich 65
Hong Kong 60
Toronto 59
Rome 52
Helsinki 42
Brno 40
Ho Chi Minh City 38
New York 35
Hanover 34
Las Vegas 30
Assago 28
Redwood City 27
Naples 26
Quito 24
Tokyo 24
Lanzhou 23
Atlanta 21
Chennai 21
Brussels 20
Hanoi 20
Orem 20
Columbus 19
Ann Arbor 18
Kyjov 18
Guangzhou 17
São Paulo 17
Netanya 16
Santa Clara 16
Mumbai 15
Travaco Siccomario 15
Trento 15
Dallas 14
Lima 14
Moscow 14
Shanghai 14
Civitavecchia 13
Guayaquil 13
Lahore 13
Brooklyn 12
Changsha 12
Istanbul 12
Nuremberg 12
San Francisco 12
Tashkent 12
Tortona 12
Addis Ababa 11
Ankara 11
Caracas 11
Dublin 11
Manchester 11
Medellín 11
Miami 11
Riyadh 11
Turku 11
Baghdad 10
Bologna 10
Haifa 10
Johannesburg 10
New Delhi 10
Santiago 10
Berlin 9
Carmignano di Brenta 9
Kuala Lumpur 9
Nairobi 9
Amsterdam 8
Athens 8
Catania 8
Da Nang 8
Jeddah 8
Montevideo 8
Montreal 8
Parma 8
Phoenix 8
Bogotá 7
Boston 7
Delhi 7
Dhaka 7
Lyon 7
Tallinn 7
Turin 7
Amman 6
Totale 6.359
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Nome #
Once upon a Time in Italy: The Tale of the Morandi Bridge 336
Simplified modelling and pushover analysis of infilled frame structures accounting for strut flexibility 187
Seismic risk prioritisation schemes for reinforced concrete bridge portfolios 176
A seismic risk classification framework for non-structural elements 176
Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation 171
Re-visiting Earthquake Resistant Design 166
On the seismic loss estimation of integrated performance-based designed buildings 165
Intensity Measure Selection for the Collapse Assessment of Existing RC Frames with Masonry Infill 163
Towards a practical loss‐based design approach and procedure 162
Risk‐based seismic design of base‐isolated structures with single surface friction sliders 161
Evaluation of intensity measure performance in regional seismic risk assessment of reinforced concrete bridge inventories 160
Unbiased simplified seismic fragility estimation of non-ductile infilled RC structures 152
Intensity Measures for the Collapse Assessment of Infilled RC Frames 147
Regional Safety Assessment Of Existing Bridge Infrastructure Exposed To Seismic Hazard 145
Seismic Resilience Assessment in Optimally Integrated Retrofitting of Existing School Buildings in Italy 143
Fragility Function for Eccentrically Braced Frame Structures 141
Seismic intensity measures for risk assessment of bridges 138
Optimal seismic retrofitting of existing buildings considering environmental impact 138
Simplified methodology for indirect loss-based prioritization in roadway bridge network risk assessment 138
Optimal Combined Seismic and Energy Efficiency Retrofitting for Existing Buildings in Italy 137
Characterising the Seismic Behaviour of Steel Beam-Column Joints for Seismic Design 135
Integrating expected loss and collapse risk in performance-based seismic design of structures 135
Seismic assessment and loss estimation of existing school buildings in Italy 133
System Identification and Seismic Assessment Modeling Implications for Italian School Buildings 132
Development of Fragility Curves for Large-Scale Seismic Risk of RC Structures 132
DEVELOPMENT OF A PYTHON-BASED STOREY LOSS FUNCTION GENERATOR 132
Influence of Parameter Uncertainty in Multi-Criteria Decision-Making When Identifying Optimal Retrofitting Strategies for RC Buildings 129
Direct Displacement-Based Seismic Design of Eccentrically Braced Steel Frames 128
Seismic Retrofit of Existing School Buildings in Italy: Performance Evaluation and Loss Estimation 126
Simplified Pushover Analysis of Moment Resisting Frame Structures 122
Displacement-Based Framework for Simplified Seismic Loss Assessment 122
Towards Improved Response Quantification of Existing Infilled RC Frames 122
Using direct economic losses and collapse risk for seismic design of RC buildings 121
Conceptual seismic design in performance-based earthquake engineering 119
Simplified seismic assessment of infilled RC frame structures 117
Development of a Novel Self-Centering Concentrically Braced Frame System for Deployment in Seismically Active Regions 115
System identification and structural modelling of Italian school buildings 115
Experimental Testing of a Novel Self-Centring Steel Braced Frame on the Shake-Table in DYNLAB-IZIIS 114
On the Seismic Assessment and Retrofit of Italian RC Frame Buildings 113
SELECTION OF OPTIMAL SEISMIC RETROFITTING FOR EXISTING SCHOOL BUILDINGS THROUGH MULTI-CRITERIA DECISION MAKING 111
Seismic Risk Classification of Non-Structural Elements 110
Quantification of modelling uncertainty in existing Italian RC frames 109
Modeling Techniques for the Seismic Assessment of the Existing Italian RC Frame Structures 109
Assessment of the Seismic Response of Concentrically-Braced Steel Frames 109
Towards Regional Safety Assessment of Bridge Infrastructure 108
Developing a Direct Approach for Estimating Expected Annual Losses of Italian Buildings 106
Behaviour and Design of a Self-Centering Concentrically Braced Steel Frame System 106
ACCURATE COLLAPSE CAPACITY QUANTIFICATION FOR INFILLED RC FRAME BUILDINGS 105
Story loss functions for seismic design and assessment: Development of tools and application 105
A ground motion model for orientation-independent inelastic spectral displacements from shallow crustal earthquakes 104
Comparing the seismic performance of concentrically braced frames with and without self-centering behaviour 104
Influence of Modelling Parameters on the Fragility Assessment of pre-1970 Italian RC Structures 104
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures 101
Quantifying seismic risk in structures via simplified demand–intensity models 101
Implications of a More Refined Damage Estimation Approach in the Assessment of RC Frames 101
Experimental testing of a self-centring concentrically braced steel frame 101
Emergency navigation assistance for industrial plants workers subject to situational impairment 99
Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings 96
Probabilistic models for structures with bilinear demand-intensity relationships 96
Simplified Seismic Assessment of Infilled Reinforced Concrete Frames 94
Seismic Assessment of School Buildings in Italy: Retrofit and Risk Classification 93
haselREC: an automated open-source ground motion record selection and scaling tool 93
Next-generation non-linear and collapse prediction models for short- to long-period systems via machine learning methods 89
Modelling Uncertainty in Existing Italian RC Frames 88
Artificial neural network-based ground motion model for next-generation seismic intensity measures 87
Exploring the site dependency of fragility functions in risk‐targeted design 87
On the seismic assessment and retrofit of infilled RC frames structures 86
Performance-Based Design of a Self-Centering Concentrically Braced Frame using the Direct Displacement-Based Design Procedure 84
Exposure knowledge impact on regional seismic risk assessment of bridge portfolios 82
On the Efficient Risk Assessment of Bridge Structures 82
On the utility of story loss functions for regional seismic vulnerability modeling and risk assessment 80
Appraising the Risk Assessment of Non-Structural Components via Simplified and Machine-Learning-Based Approaches 78
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures 78
On the fragility of non‐structural elements in loss and recovery: Field observations from Japan 76
Exploring the Use of Orientation-Independent Inelastic Spectral Displacements in the Seismic Assessment of Bridges 73
Correlation models for next-generation amplitude and cumulative intensity measures using artificial neural networks 69
Risk-aware navigation in industrial plants at risk of NaTech accidents 69
Seismic loss assessment of existing hotel building in Ecuador 64
The Built Environment Data platform for experimental test data in earthquake engineering 63
Shake Table Testing of Self‐Centring Concentrically Braced Frames 61
Risk-aware navigation in industrial plants at risk of NaTech accidents 59
Fragility functions for non-ductile infilled reinforced concrete buildings using next-generation intensity measures based on analytical models and empirical data from past earthquakes 58
Simplified pushover-based seismic loss assessment for existing infilled frame structures 51
Correction to: Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled {RC} frame structures 47
Validation of a Numerical Model for Novel Self-Centring Concentrically Braced Steel Frames 46
Simulated Design of Turkish RC Frame Buildings for Vulnerability Modelling 43
Three benefits of “Caution (Yellow Tag)” in SHM-driven condition assessment of buildings: Eight years experience with market-based SHM 38
ADVANCING SEISMIC DESIGN AND ASSESSMENT THROUGH EXPERIMENTAL TESTING: INSIGHTS FROM THE ERIES PROJECT 38
DJURA GROUND MOTION RECORD SELECTOR: A SOFTWARE SOLUTION FOR EARTHQUAKE ENGINEERING 36
THE ROLE OF STORY LOSS FUNCTIONS IN REGIONAL SEISMIC VULNERABILITY MODELLING AND RISK ASSESSMENT 30
BRIDGING THE GAP: A SOFTWARE TOOL FOR EFFICIENT GROUND MOTION RECORD SELECTION IN EARTHQUAKE ENGINEERING 28
Experimental data from out-of-plane shake-table tests on unreinforced masonry gables 28
A model for the simulated design of Turkish RC frame buildings in seismic vulnerability analysis 27
A FRAMEWORK FOR ENHANCING SEISMIC VULNERABILITY MODELING THROUGH SIMULATED DESIGN 27
Quantifying the Impacts of Incorporating Damage Correlation on Scenario‐Based Regional Seismic Assessment 27
UTILIZATION OF A SENSOR ARRAY FOR THE RISK-AWARE NAVIGATION IN INDUSTRIAL PLANTS AT RISK OF NATECH ACCIDENTS 23
Impact of modeling decisions on seismic loss and fragility assessment of steel buildings 23
ERIES: Advancing frontier knowledge in earthquake, geotechnical and wind engineering through experimental research 22
Impact of ground motion record selection on higher-mode responses in RC wall buildings: comparing uniform hazard and conditional spectra approaches 22
A COLLABORATIVE FRAMEWORK TO MODEL THE SEISMIC VULNERABILITY OF RC BUILDINGS USING SIMULATED DESIGN 19
Totale 10.117
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Categoria #
all - tutte 61.451
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 61.451
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202119 0 0 0 0 0 0 0 0 0 0 0 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
2025/20263.752 164 106 198 180 184 155 687 514 728 397 127 312
Totale 10.135