IRIS
O'REILLY, GERARD JOHN
 Distribuzione geografica
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Continente #
NA - Nord America 4.629
EU - Europa 2.861
AS - Asia 2.280
SA - Sud America 351
Continente sconosciuto - Info sul continente non disponibili 215
AF - Africa 166
OC - Oceania 10
Totale 10.512
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Nazione #
US - Stati Uniti d'America 4.477
CN - Cina 960
IT - Italia 929
DE - Germania 639
SG - Singapore 564
SE - Svezia 337
GB - Regno Unito 315
BR - Brasile 154
RU - Federazione Russa 141
IN - India 117
VN - Vietnam 115
CA - Canada 101
CI - Costa d'Avorio 78
FR - Francia 74
CH - Svizzera 73
HK - Hong Kong 70
BD - Bangladesh 65
CZ - Repubblica Ceca 62
TR - Turchia 58
FI - Finlandia 55
EC - Ecuador 51
AR - Argentina 43
IL - Israele 35
JP - Giappone 34
NL - Olanda 34
CO - Colombia 33
PK - Pakistan 28
PE - Perù 26
SA - Arabia Saudita 26
BE - Belgio 24
PT - Portogallo 24
ID - Indonesia 23
IR - Iran 23
MX - Messico 22
MY - Malesia 22
IQ - Iraq 21
PH - Filippine 20
ZA - Sudafrica 20
GR - Grecia 19
ES - Italia 18
IE - Irlanda 18
PL - Polonia 18
VE - Venezuela 18
UZ - Uzbekistan 16
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
BG - Bulgaria 5
BZ - Belize 5
CR - Costa Rica 5
HN - Honduras 5
OM - Oman 5
AT - Austria 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 10.281
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Città #
San Jose 702
Ashburn 511
Beijing 450
Chicago 424
Chandler 418
Council Bluffs 355
Frankfurt am Main 350
London 252
Singapore 250
Princeton 247
Boardman 210
Milan 205
Columbus 140
San Mateo 131
The Dalles 124
Pavia 104
Munich 97
Los Angeles 88
Abidjan 78
Lawrence 72
Zurich 65
Hong Kong 60
Toronto 60
Rome 52
Helsinki 42
Brno 40
New York 39
Ho Chi Minh City 38
Hanover 34
Las Vegas 31
Santa Clara 30
Naples 29
Assago 28
Redwood City 27
Quito 25
Tokyo 24
Lanzhou 23
Dallas 22
Atlanta 21
Brussels 21
Chennai 21
Hanoi 20
Orem 20
Ann Arbor 18
Kyjov 18
Guangzhou 17
Phoenix 17
São Paulo 17
Netanya 16
Miami 15
Mumbai 15
Travaco Siccomario 15
Trento 15
Lahore 14
Lima 14
Moscow 14
Shanghai 14
Civitavecchia 13
Guayaquil 13
Istanbul 13
Brooklyn 12
Changsha 12
Manchester 12
Nuremberg 12
San Francisco 12
Tashkent 12
Tortona 12
Addis Ababa 11
Ankara 11
Caracas 11
Dublin 11
Medellín 11
Riyadh 11
Turku 11
Baghdad 10
Bologna 10
Haifa 10
Johannesburg 10
Kuala Lumpur 10
New Delhi 10
Santiago 10
Berlin 9
Carmignano di Brenta 9
Dhaka 9
Nairobi 9
Seattle 9
Amsterdam 8
Athens 8
Catania 8
Da Nang 8
Delhi 8
Jeddah 8
Montevideo 8
Montreal 8
Parma 8
Bogotá 7
Boston 7
Lyon 7
Tallinn 7
Turin 7
Totale 6.621
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Nome #
Once upon a Time in Italy: The Tale of the Morandi Bridge 340
Simplified modelling and pushover analysis of infilled frame structures accounting for strut flexibility 191
Seismic risk prioritisation schemes for reinforced concrete bridge portfolios 185
A seismic risk classification framework for non-structural elements 181
Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation 177
Re-visiting Earthquake Resistant Design 169
On the seismic loss estimation of integrated performance-based designed buildings 168
Intensity Measure Selection for the Collapse Assessment of Existing RC Frames with Masonry Infill 165
Evaluation of intensity measure performance in regional seismic risk assessment of reinforced concrete bridge inventories 164
Towards a practical loss‐based design approach and procedure 164
Risk‐based seismic design of base‐isolated structures with single surface friction sliders 163
Unbiased simplified seismic fragility estimation of non-ductile infilled RC structures 153
Intensity Measures for the Collapse Assessment of Infilled RC Frames 150
Seismic Resilience Assessment in Optimally Integrated Retrofitting of Existing School Buildings in Italy 148
Regional Safety Assessment Of Existing Bridge Infrastructure Exposed To Seismic Hazard 146
Integrating expected loss and collapse risk in performance-based seismic design of structures 143
Seismic intensity measures for risk assessment of bridges 143
Optimal seismic retrofitting of existing buildings considering environmental impact 143
Optimal Combined Seismic and Energy Efficiency Retrofitting for Existing Buildings in Italy 142
Fragility Function for Eccentrically Braced Frame Structures 142
Simplified methodology for indirect loss-based prioritization in roadway bridge network risk assessment 141
Characterising the Seismic Behaviour of Steel Beam-Column Joints for Seismic Design 138
DEVELOPMENT OF A PYTHON-BASED STOREY LOSS FUNCTION GENERATOR 137
Direct Displacement-Based Seismic Design of Eccentrically Braced Steel Frames 135
System Identification and Seismic Assessment Modeling Implications for Italian School Buildings 135
Development of Fragility Curves for Large-Scale Seismic Risk of RC Structures 135
Seismic assessment and loss estimation of existing school buildings in Italy 134
Influence of Parameter Uncertainty in Multi-Criteria Decision-Making When Identifying Optimal Retrofitting Strategies for RC Buildings 132
Seismic Retrofit of Existing School Buildings in Italy: Performance Evaluation and Loss Estimation 129
Displacement-Based Framework for Simplified Seismic Loss Assessment 125
Simplified Pushover Analysis of Moment Resisting Frame Structures 124
Towards Improved Response Quantification of Existing Infilled RC Frames 124
Using direct economic losses and collapse risk for seismic design of RC buildings 123
Conceptual seismic design in performance-based earthquake engineering 122
Simplified seismic assessment of infilled RC frame structures 120
System identification and structural modelling of Italian school buildings 119
Development of a Novel Self-Centering Concentrically Braced Frame System for Deployment in Seismically Active Regions 117
On the Seismic Assessment and Retrofit of Italian RC Frame Buildings 115
Experimental Testing of a Novel Self-Centring Steel Braced Frame on the Shake-Table in DYNLAB-IZIIS 115
SELECTION OF OPTIMAL SEISMIC RETROFITTING FOR EXISTING SCHOOL BUILDINGS THROUGH MULTI-CRITERIA DECISION MAKING 114
Assessment of the Seismic Response of Concentrically-Braced Steel Frames 112
Seismic Risk Classification of Non-Structural Elements 112
Developing a Direct Approach for Estimating Expected Annual Losses of Italian Buildings 111
Modeling Techniques for the Seismic Assessment of the Existing Italian RC Frame Structures 111
Quantification of modelling uncertainty in existing Italian RC frames 110
Towards Regional Safety Assessment of Bridge Infrastructure 110
A ground motion model for orientation-independent inelastic spectral displacements from shallow crustal earthquakes 109
Behaviour and Design of a Self-Centering Concentrically Braced Steel Frame System 109
ACCURATE COLLAPSE CAPACITY QUANTIFICATION FOR INFILLED RC FRAME BUILDINGS 108
Story loss functions for seismic design and assessment: Development of tools and application 107
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures 106
Comparing the seismic performance of concentrically braced frames with and without self-centering behaviour 106
Influence of Modelling Parameters on the Fragility Assessment of pre-1970 Italian RC Structures 106
Quantifying seismic risk in structures via simplified demand–intensity models 104
Implications of a More Refined Damage Estimation Approach in the Assessment of RC Frames 104
Experimental testing of a self-centring concentrically braced steel frame 103
Emergency navigation assistance for industrial plants workers subject to situational impairment 101
Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings 98
Probabilistic models for structures with bilinear demand-intensity relationships 98
Next-generation non-linear and collapse prediction models for short- to long-period systems via machine learning methods 97
haselREC: an automated open-source ground motion record selection and scaling tool 96
Seismic Assessment of School Buildings in Italy: Retrofit and Risk Classification 95
Simplified Seismic Assessment of Infilled Reinforced Concrete Frames 95
Artificial neural network-based ground motion model for next-generation seismic intensity measures 93
Modelling Uncertainty in Existing Italian RC Frames 90
Exploring the site dependency of fragility functions in risk‐targeted design 89
On the seismic assessment and retrofit of infilled RC frames structures 88
Performance-Based Design of a Self-Centering Concentrically Braced Frame using the Direct Displacement-Based Design Procedure 87
On the Efficient Risk Assessment of Bridge Structures 85
Appraising the Risk Assessment of Non-Structural Components via Simplified and Machine-Learning-Based Approaches 84
On the utility of story loss functions for regional seismic vulnerability modeling and risk assessment 84
Exposure knowledge impact on regional seismic risk assessment of bridge portfolios 84
On the fragility of non‐structural elements in loss and recovery: Field observations from Japan 82
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures 79
Correlation models for next-generation amplitude and cumulative intensity measures using artificial neural networks 76
Exploring the Use of Orientation-Independent Inelastic Spectral Displacements in the Seismic Assessment of Bridges 74
Risk-aware navigation in industrial plants at risk of NaTech accidents 72
The Built Environment Data platform for experimental test data in earthquake engineering 70
Seismic loss assessment of existing hotel building in Ecuador 67
Risk-aware navigation in industrial plants at risk of NaTech accidents 64
Shake Table Testing of Self‐Centring Concentrically Braced Frames 64
Fragility functions for non-ductile infilled reinforced concrete buildings using next-generation intensity measures based on analytical models and empirical data from past earthquakes 62
Simplified pushover-based seismic loss assessment for existing infilled frame structures 55
Correction to: Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled {RC} frame structures 52
Validation of a Numerical Model for Novel Self-Centring Concentrically Braced Steel Frames 49
Simulated Design of Turkish RC Frame Buildings for Vulnerability Modelling 48
ADVANCING SEISMIC DESIGN AND ASSESSMENT THROUGH EXPERIMENTAL TESTING: INSIGHTS FROM THE ERIES PROJECT 45
DJURA GROUND MOTION RECORD SELECTOR: A SOFTWARE SOLUTION FOR EARTHQUAKE ENGINEERING 43
Three benefits of “Caution (Yellow Tag)” in SHM-driven condition assessment of buildings: Eight years experience with market-based SHM 41
THE ROLE OF STORY LOSS FUNCTIONS IN REGIONAL SEISMIC VULNERABILITY MODELLING AND RISK ASSESSMENT 36
A FRAMEWORK FOR ENHANCING SEISMIC VULNERABILITY MODELING THROUGH SIMULATED DESIGN 35
BRIDGING THE GAP: A SOFTWARE TOOL FOR EFFICIENT GROUND MOTION RECORD SELECTION IN EARTHQUAKE ENGINEERING 34
A model for the simulated design of Turkish RC frame buildings in seismic vulnerability analysis 34
Quantifying the Impacts of Incorporating Damage Correlation on Scenario‐Based Regional Seismic Assessment 34
Experimental data from out-of-plane shake-table tests on unreinforced masonry gables 32
Impact of modeling decisions on seismic loss and fragility assessment of steel buildings 32
ERIES: Advancing frontier knowledge in earthquake, geotechnical and wind engineering through experimental research 29
Impact of ground motion record selection on higher-mode responses in RC wall buildings: comparing uniform hazard and conditional spectra approaches 27
A COLLABORATIVE FRAMEWORK TO MODEL THE SEISMIC VULNERABILITY OF RC BUILDINGS USING SIMULATED DESIGN 25
UTILIZATION OF A SENSOR ARRAY FOR THE RISK-AWARE NAVIGATION IN INDUSTRIAL PLANTS AT RISK OF NATECH ACCIDENTS 25
Totale 10.489
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Categoria #
all - tutte 65.580
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 65.580
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022350 0 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
2025/20263.766 164 106 198 180 184 155 687 514 728 397 127 326
2026/2027363 140 223 0 0 0 0 0 0 0 0 0 0
Totale 10.512