IRIS
O'REILLY, GERARD JOHN
 Distribuzione geografica
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Continente #
NA - Nord America 5.175
EU - Europa 2.932
AS - Asia 2.285
SA - Sud America 351
Continente sconosciuto - Info sul continente non disponibili 216
AF - Africa 167
OC - Oceania 10
Totale 11.136
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Nazione #
US - Stati Uniti d'America 4.981
IT - Italia 988
CN - Cina 960
DE - Germania 641
SG - Singapore 566
SE - Svezia 337
GB - Regno Unito 317
BR - Brasile 154
RU - Federazione Russa 141
CA - Canada 127
IN - India 117
VN - Vietnam 115
CI - Costa d'Avorio 78
FR - Francia 74
CH - Svizzera 73
HK - Hong Kong 70
BD - Bangladesh 65
CZ - Repubblica Ceca 62
TR - Turchia 60
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
PT - Portogallo 26
SA - Arabia Saudita 26
BE - Belgio 24
IR - Iran 24
ID - Indonesia 23
MX - Messico 22
MY - Malesia 22
GR - Grecia 21
IQ - Iraq 21
ES - Italia 20
PH - Filippine 20
ZA - Sudafrica 20
IE - Irlanda 19
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
CR - Costa Rica 9
DZ - Algeria 9
LT - Lituania 9
UA - Ucraina 9
UY - Uruguay 9
EE - Estonia 8
HN - Honduras 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
GT - Guatemala 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
RO - Romania 4
A2 - ???statistics.table.value.countryCode.A2??? 3
AZ - Azerbaigian 3
BO - Bolivia 3
HU - Ungheria 3
LB - Libano 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
SV - El Salvador 2
TJ - Tagikistan 2
TT - Trinidad e Tobago 2
ZM - Zambia 2
ZW - Zimbabwe 2
AW - Aruba 1
Totale 10.900
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Città #
San Jose 799
Ashburn 536
Beijing 450
Chicago 426
Chandler 418
Council Bluffs 407
Frankfurt am Main 352
London 252
Princeton 252
Singapore 250
Boardman 210
Milan 208
Columbus 141
San Mateo 131
The Dalles 125
Pavia 107
Los Angeles 98
Munich 97
Abidjan 78
Lawrence 72
Toronto 66
Zurich 65
Hong Kong 60
Rome 58
New York 44
Helsinki 42
Brno 40
Ho Chi Minh City 38
Hanover 34
Phoenix 34
Las Vegas 33
Naples 31
Santa Clara 30
Assago 28
Redwood City 27
Quito 25
Dallas 24
Tokyo 24
Atlanta 23
Lanzhou 23
Brussels 21
Chennai 21
Orem 21
Hanoi 20
Ann Arbor 18
Kyjov 18
Miami 18
Guangzhou 17
São Paulo 17
Netanya 16
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
Montreal 12
Nuremberg 12
San Francisco 12
Tashkent 12
Tortona 12
Addis Ababa 11
Ankara 11
Bologna 11
Caracas 11
Dublin 11
Medellín 11
Riyadh 11
Turku 11
Athens 10
Baghdad 10
Buffalo 10
Haifa 10
Johannesburg 10
Kuala Lumpur 10
New Delhi 10
Santiago 10
Turin 10
Berlin 9
Carmignano di Brenta 9
Catania 9
Dhaka 9
Nairobi 9
Parma 9
Seattle 9
Amsterdam 8
Boston 8
Da Nang 8
Delhi 8
Jeddah 8
Montevideo 8
San José 8
Bogotá 7
Totale 6.885
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Nome #
Once upon a Time in Italy: The Tale of the Morandi Bridge 344
Simplified modelling and pushover analysis of infilled frame structures accounting for strut flexibility 194
Seismic risk prioritisation schemes for reinforced concrete bridge portfolios 192
A seismic risk classification framework for non-structural elements 191
Intensity Measure Selection for the Collapse Assessment of Existing RC Frames with Masonry Infill 184
Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation 182
Re-visiting Earthquake Resistant Design 174
Towards a practical loss‐based design approach and procedure 173
On the seismic loss estimation of integrated performance-based designed buildings 173
Risk‐based seismic design of base‐isolated structures with single surface friction sliders 167
Evaluation of intensity measure performance in regional seismic risk assessment of reinforced concrete bridge inventories 166
Unbiased simplified seismic fragility estimation of non-ductile infilled RC structures 160
Intensity Measures for the Collapse Assessment of Infilled RC Frames 157
Optimal seismic retrofitting of existing buildings considering environmental impact 155
Seismic Resilience Assessment in Optimally Integrated Retrofitting of Existing School Buildings in Italy 152
Regional Safety Assessment Of Existing Bridge Infrastructure Exposed To Seismic Hazard 150
Fragility Function for Eccentrically Braced Frame Structures 149
Simplified methodology for indirect loss-based prioritization in roadway bridge network risk assessment 149
Integrating expected loss and collapse risk in performance-based seismic design of structures 148
Seismic intensity measures for risk assessment of bridges 147
DEVELOPMENT OF A PYTHON-BASED STOREY LOSS FUNCTION GENERATOR 147
Optimal Combined Seismic and Energy Efficiency Retrofitting for Existing Buildings in Italy 146
Characterising the Seismic Behaviour of Steel Beam-Column Joints for Seismic Design 142
System Identification and Seismic Assessment Modeling Implications for Italian School Buildings 142
Direct Displacement-Based Seismic Design of Eccentrically Braced Steel Frames 141
Development of Fragility Curves for Large-Scale Seismic Risk of RC Structures 140
Influence of Parameter Uncertainty in Multi-Criteria Decision-Making When Identifying Optimal Retrofitting Strategies for RC Buildings 139
Seismic assessment and loss estimation of existing school buildings in Italy 139
Towards Improved Response Quantification of Existing Infilled RC Frames 134
Seismic Retrofit of Existing School Buildings in Italy: Performance Evaluation and Loss Estimation 133
Simplified Pushover Analysis of Moment Resisting Frame Structures 131
Using direct economic losses and collapse risk for seismic design of RC buildings 129
Displacement-Based Framework for Simplified Seismic Loss Assessment 129
Simplified seismic assessment of infilled RC frame structures 126
Conceptual seismic design in performance-based earthquake engineering 126
System identification and structural modelling of Italian school buildings 124
On the Seismic Assessment and Retrofit of Italian RC Frame Buildings 120
Development of a Novel Self-Centering Concentrically Braced Frame System for Deployment in Seismically Active Regions 120
Experimental Testing of a Novel Self-Centring Steel Braced Frame on the Shake-Table in DYNLAB-IZIIS 120
SELECTION OF OPTIMAL SEISMIC RETROFITTING FOR EXISTING SCHOOL BUILDINGS THROUGH MULTI-CRITERIA DECISION MAKING 119
Quantification of modelling uncertainty in existing Italian RC frames 118
Modeling Techniques for the Seismic Assessment of the Existing Italian RC Frame Structures 117
Assessment of the Seismic Response of Concentrically-Braced Steel Frames 116
Seismic Risk Classification of Non-Structural Elements 116
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures 115
Developing a Direct Approach for Estimating Expected Annual Losses of Italian Buildings 115
Towards Regional Safety Assessment of Bridge Infrastructure 115
A ground motion model for orientation-independent inelastic spectral displacements from shallow crustal earthquakes 113
Influence of Modelling Parameters on the Fragility Assessment of pre-1970 Italian RC Structures 113
Behaviour and Design of a Self-Centering Concentrically Braced Steel Frame System 113
ACCURATE COLLAPSE CAPACITY QUANTIFICATION FOR INFILLED RC FRAME BUILDINGS 113
Story loss functions for seismic design and assessment: Development of tools and application 113
Quantifying seismic risk in structures via simplified demand–intensity models 112
Comparing the seismic performance of concentrically braced frames with and without self-centering behaviour 111
Implications of a More Refined Damage Estimation Approach in the Assessment of RC Frames 110
Experimental testing of a self-centring concentrically braced steel frame 107
Emergency navigation assistance for industrial plants workers subject to situational impairment 107
Next-generation non-linear and collapse prediction models for short- to long-period systems via machine learning methods 104
Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings 104
Probabilistic models for structures with bilinear demand-intensity relationships 103
haselREC: an automated open-source ground motion record selection and scaling tool 102
Simplified Seismic Assessment of Infilled Reinforced Concrete Frames 101
Artificial neural network-based ground motion model for next-generation seismic intensity measures 100
Seismic Assessment of School Buildings in Italy: Retrofit and Risk Classification 100
Modelling Uncertainty in Existing Italian RC Frames 95
Exploring the site dependency of fragility functions in risk‐targeted design 94
On the seismic assessment and retrofit of infilled RC frames structures 94
Performance-Based Design of a Self-Centering Concentrically Braced Frame using the Direct Displacement-Based Design Procedure 93
Exposure knowledge impact on regional seismic risk assessment of bridge portfolios 91
On the Efficient Risk Assessment of Bridge Structures 91
Appraising the Risk Assessment of Non-Structural Components via Simplified and Machine-Learning-Based Approaches 90
On the utility of story loss functions for regional seismic vulnerability modeling and risk assessment 89
On the fragility of non‐structural elements in loss and recovery: Field observations from Japan 86
Exploring the Use of Orientation-Independent Inelastic Spectral Displacements in the Seismic Assessment of Bridges 84
Correlation models for next-generation amplitude and cumulative intensity measures using artificial neural networks 82
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures 82
The Built Environment Data platform for experimental test data in earthquake engineering 78
Risk-aware navigation in industrial plants at risk of NaTech accidents 77
Seismic loss assessment of existing hotel building in Ecuador 75
Risk-aware navigation in industrial plants at risk of NaTech accidents 70
Fragility functions for non-ductile infilled reinforced concrete buildings using next-generation intensity measures based on analytical models and empirical data from past earthquakes 67
Shake Table Testing of Self‐Centring Concentrically Braced Frames 67
Simplified pushover-based seismic loss assessment for existing infilled frame structures 62
Simulated Design of Turkish RC Frame Buildings for Vulnerability Modelling 58
ADVANCING SEISMIC DESIGN AND ASSESSMENT THROUGH EXPERIMENTAL TESTING: INSIGHTS FROM THE ERIES PROJECT 57
Correction to: Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled {RC} frame structures 56
Validation of a Numerical Model for Novel Self-Centring Concentrically Braced Steel Frames 56
DJURA GROUND MOTION RECORD SELECTOR: A SOFTWARE SOLUTION FOR EARTHQUAKE ENGINEERING 49
Three benefits of “Caution (Yellow Tag)” in SHM-driven condition assessment of buildings: Eight years experience with market-based SHM 46
Quantifying the Impacts of Incorporating Damage Correlation on Scenario‐Based Regional Seismic Assessment 46
BRIDGING THE GAP: A SOFTWARE TOOL FOR EFFICIENT GROUND MOTION RECORD SELECTION IN EARTHQUAKE ENGINEERING 44
A FRAMEWORK FOR ENHANCING SEISMIC VULNERABILITY MODELING THROUGH SIMULATED DESIGN 44
THE ROLE OF STORY LOSS FUNCTIONS IN REGIONAL SEISMIC VULNERABILITY MODELLING AND RISK ASSESSMENT 43
Experimental data from out-of-plane shake-table tests on unreinforced masonry gables 40
A model for the simulated design of Turkish RC frame buildings in seismic vulnerability analysis 39
ERIES: Advancing frontier knowledge in earthquake, geotechnical and wind engineering through experimental research 36
Impact of modeling decisions on seismic loss and fragility assessment of steel buildings 36
A COLLABORATIVE FRAMEWORK TO MODEL THE SEISMIC VULNERABILITY OF RC BUILDINGS USING SIMULATED DESIGN 34
UTILIZATION OF A SENSOR ARRAY FOR THE RISK-AWARE NAVIGATION IN INDUSTRIAL PLANTS AT RISK OF NATECH ACCIDENTS 32
Impact of ground motion record selection on higher-mode responses in RC wall buildings: comparing uniform hazard and conditional spectra approaches 31
Totale 11.106
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Categoria #
all - tutte 69.850
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 69.850
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022230 0 0 0 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
2026/2027987 140 312 249 286 0 0 0 0 0 0 0 0
Totale 11.136