IRIS
PERRONE, DANIELE
 Distribuzione geografica
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Continente #
NA - Nord America 3.498
EU - Europa 2.912
AS - Asia 1.329
SA - Sud America 154
AF - Africa 127
OC - Oceania 36
Continente sconosciuto - Info sul continente non disponibili 2
Totale 8.058
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Nazione #
US - Stati Uniti d'America 3.351
IT - Italia 961
CN - Cina 646
DE - Germania 503
SE - Svezia 371
SG - Singapore 311
GB - Regno Unito 291
EE - Estonia 169
CA - Canada 125
FR - Francia 114
NL - Olanda 100
CI - Costa d'Avorio 91
CH - Svizzera 88
BR - Brasile 75
RU - Federazione Russa 71
VN - Vietnam 58
IN - India 56
CZ - Repubblica Ceca 52
JP - Giappone 48
IR - Iran 47
TR - Turchia 47
FI - Finlandia 43
PE - Perù 27
BE - Belgio 26
PL - Polonia 26
HK - Hong Kong 25
AU - Australia 22
EC - Ecuador 19
PT - Portogallo 19
CO - Colombia 17
IL - Israele 15
UA - Ucraina 14
NZ - Nuova Zelanda 13
ZA - Sudafrica 13
ES - Italia 12
LT - Lituania 11
ID - Indonesia 9
MX - Messico 9
AR - Argentina 7
EG - Egitto 7
GR - Grecia 7
RO - Romania 7
AE - Emirati Arabi Uniti 6
BD - Bangladesh 6
KR - Corea 6
MY - Malesia 6
PH - Filippine 6
AT - Austria 5
CL - Cile 5
IE - Irlanda 5
NP - Nepal 4
RS - Serbia 4
TW - Taiwan 4
DZ - Algeria 3
GT - Guatemala 3
IQ - Iraq 3
MK - Macedonia 3
PK - Pakistan 3
SC - Seychelles 3
TH - Thailandia 3
AL - Albania 2
BG - Bulgaria 2
CR - Costa Rica 2
DO - Repubblica Dominicana 2
ET - Etiopia 2
JO - Giordania 2
KE - Kenya 2
MA - Marocco 2
MN - Mongolia 2
PS - Palestinian Territory 2
PY - Paraguay 2
QA - Qatar 2
SA - Arabia Saudita 2
SK - Slovacchia (Repubblica Slovacca) 2
VE - Venezuela 2
A1 - Anonimo 1
AO - Angola 1
AZ - Azerbaigian 1
BT - Bhutan 1
BZ - Belize 1
CY - Cipro 1
DK - Danimarca 1
EU - Europa 1
GE - Georgia 1
GP - Guadalupe 1
HN - Honduras 1
HR - Croazia 1
KG - Kirghizistan 1
LA - Repubblica Popolare Democratica del Laos 1
LB - Libano 1
LC - Santa Lucia 1
MD - Moldavia 1
MG - Madagascar 1
NI - Nicaragua 1
OM - Oman 1
PA - Panama 1
PG - Papua Nuova Guinea 1
RW - Ruanda 1
SI - Slovenia 1
SN - Senegal 1
Totale 8.056
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Città #
Chandler 536
Ashburn 334
Chicago 317
Princeton 284
London 241
Beijing 234
Frankfurt am Main 234
San Mateo 204
Tallinn 169
Boardman 165
The Dalles 159
Milan 140
Singapore 133
Munich 130
Toronto 102
Council Bluffs 101
Abidjan 91
Zurich 82
Pavia 81
Los Angeles 75
Lawrence 72
Redwood City 60
Las Vegas 54
Brno 40
Shanghai 37
Helsinki 32
Rome 31
Brussels 26
Guangzhou 26
Atlanta 25
Nanjing 25
Tokyo 24
Hanover 20
Dallas 19
Ho Chi Minh City 19
Ann Arbor 18
Guntur 18
Hong Kong 17
Naples 17
Miami 16
Moscow 16
Zhengzhou 16
Hefei 15
Lima 15
Warsaw 15
Assago 14
Hanoi 14
Istanbul 13
Bergamo 12
Brooklyn 12
São Paulo 12
Ankara 11
Berkeley 11
Turku 11
Boston 10
Kunming 10
Montignoso 10
Dearborn 9
New York 9
Sassari 9
Berlin 8
Civitavecchia 8
Haifa 8
Medellín 8
Quito 8
San Francisco 8
Vijayawada 8
Amsterdam 7
Andover 7
Jinan 7
Roubaix 7
Shijiazhuang 7
Bari 6
Bologna 6
Catania 6
Hangzhou 6
Kyjov 6
Nanchang 6
Santa Clara 6
Tortona 6
Turin 6
Wilmington 6
Acireale 5
Buffalo 5
Cinisello Balsamo 5
Duncan 5
Guayaquil 5
Lequile 5
Montreal 5
New Delhi 5
Phoenix 5
Santiago 5
Wuhan 5
Zelo Buon Persico 5
Ahmedabad 4
Bengaluru 4
Biên Hòa 4
Chambly 4
Changsha 4
Charlotte 4
Totale 4.887
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Nome #
A probabilistic strong floor motion duration model for seismic performance assessment of non‐structural building elements 504
Current challenges and future trends in analytical fragility and vulnerability models 308
Performance-Based Seismic Design of Nonstructural Building Elements 224
Braceless seismic restraints for suspended nonstructural elements 209
Seismic response of a braceless seismic restraint system for suspended nonstructural elements 152
Earthquake Economic Losses in Moment-Resisting Steel Frames Equipped with Fluid Viscous Dampers 148
Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation 136
Seismic Demand on Acceleration-Sensitive Nonstructural Components in Viscously Damped Braced Frames 131
Parametric study and prediction models of the seismic response of single-degree-of-freedom structural systems equipped with Maxwell material fluid viscous dampers 122
Force-Based vs Displacement-Based Seismic Design of Non-structural Elements 120
Seismic Demand and Performance Evaluation of Non-Structural Elements in a Low-Damage Building System 116
A Framework for Quantifying Seismic Performance Factors for Non-Structural Elements 112
Consistent floor response spectra for performance‐based seismic design of nonstructural elements 111
System Identification and Seismic Assessment Modeling Implications for Italian School Buildings 111
Seismic Performance of Suspended Piping Restraint Installations 108
Estimating consistent relative displacement and absolute acceleration floor response spectra in elastic buildings 107
A Framework for the Quantification of Non-Structural Seismic Performance Factors 105
Seismic assessment and loss estimation of existing school buildings in Italy 104
Floor acceleration demand on steel moment resisting frame buildings retrofitted with linear and nonlinear viscous dampers 103
Seismic performance of steel moment-resisting frame retrofitted with linear and nonlinear viscous dampers 103
Nonlinear static characterisation of masonry-infilled {RC} building portfolios accounting for variability of infill properties 102
Numerical Modelling and Validation of the Response of Masonry Infilled RC Frames Using Experimental Testing Results 100
Seismic Retrofit of Existing School Buildings in Italy: Performance Evaluation and Loss Estimation 100
Effect of cyclic loading protocols on the experimental seismic performance evaluation of suspended piping restraint installations 95
Displacement-Based Seismic Design of Non-Structural Building Elements 95
A prioritization RVS methodology for the seismic risk assessment of RC school buildings 94
Calibrated Equivalent Viscous Damping for Direct Displacement-Based Seismic Design of Suspended Piping Trapeze Restraint Installations 94
Seismic acceleration demand and fragility assessment of storage tanks installed in industrial steel moment-resisting frame structures 91
System identification and structural modelling of Italian school buildings 89
Automated seismic design of non-structural elements with Building Information Modelling 88
Seismic assessment and qualification of non-structural elements in Europe: a critical review 87
A safety index for hospital buildings 86
Improving the seismic performance of non-structural elements using Building Information Modelling 86
Shake‐table tests of innovative drift sensitive nonstructural elements in a low‐damage structural system 86
Rapid visual screening for seismic evaluation of RC hospital buildings 85
Use of Building Information Modelling for the seismic design of non-structural elements 84
Large-scale seismic assessment of RC buildings through rapid visual screening 83
Seismic performance of non-structural elements during the 2016 Central Italy earthquake 83
Analisi lineare di telai multipiano in c.a. irregolari in altezza 80
Seismic risk assessment of masonry-infilled RC building portfolios: impact of variability in the infill properties 79
Seismic vulnerability assessment of a cultural heritage castle 79
Large-scale simplified seismic mapping of residential buildings through rapid visual screening 79
Prove dinamiche su tavola vibrante di elementi non strutturali 77
Appraisal of the contribution of infil panels in regional vulnerability analyses of existing RC buildings in Puglia 76
Numerical modelling of the cyclic response of threaded joints for the seismic behaviour evaluation of piping systems 74
Epistemic uncertainty in poorly detailed existing frames accounting for masonry infill variability and RC shear failure 73
Seismic Fragility Analysis of Fire Sprinkler Piping System in a Hospital Building 72
Equivalent Viscous Damping for Nonstructural Building Elements 71
Seismic demand on non-structural elements: Influence of masonry infills on floor response spectra 70
Analisi della risposta sismica degli elementi non-strutturali durante il terremoto del Centro Italia 69
Progettazione sismica degli elementi non-strutturali mediante Building Information Modelling 69
Seismic demand on non-structural elements for quantifying seismic performance factors 68
Influence of the modelling approach on the failure modes of RC infilled frames under seismic actions 68
Generalised Storey Loss Functions for Seismic Loss Assessment of Italian Residential Buildings 67
Rapid visual screening per strutture ospedaliere in cemento armato 67
Influence of infill properties on the seismic behavior of R.C. frames 67
Shake table testing for seismic performance evaluation of non-structural elements 67
Experimental Seismic Performance Evaluation of Suspended Piping Restraint Installations 66
Seismic Numerical Modelling of Suspended Piping Trapeze Restraint Installations Based on Component Testing 66
Metodologie di valutazione della vulnerabilità sismica a confronto: applicazione ad un edificio scolastico 65
Utilizzo di leghe a memoria di forma per la pretensione del rinforzo in FRP di elementi inflessi in c.a 65
Enhancing Seismic Safety and Reducing Seismic Losses: Overview and Preliminary Results of SERA Project - 3D Shaking Table Tests on An Integrated Low-Damage Building System 65
Seismic Assessment of School Buildings in Italy: Retrofit and Risk Classification 65
Seismic Acceleration and Displacement Demand Profiles of Non-Structural Elements in Hospital Buildings 65
Evaluation of rapid visual screening assessment of existing buildings using nonlinear numerical analysis 64
A Shake Table Testing Campaign of Electrical Cabinets 63
Seismic performance of non-structural elements during the 2016 Central Italy earthquake 63
Influence of beam-to-column connections in seismic vulnerability assessment of steel structures 63
Verifiche di vulnerabilità sismica del Castello di Manfredonia: analisi ed influenza delle assunzioni di calcolo 62
Fragility functions and floor spectra of RC masonry infilled frames: influence of mechanical properties of masonry infills 62
Un indice di rischio sismico per le strutture ospedaliere 61
Risposta sismica di telai in c.a. con distribuzioni non-regolari in altezza di tamponature 61
Evaluation of the infill influence on the elastic period of existing RC frames 60
Probabilistic Estimation of Floor Response Spectra in Masonry Infilled Reinforced Concrete Building Portfolio 60
Use of Building Information Modelling for the Automated Seismic Design of Non-structural Elements 59
Influence of infill properties on ductility of RC existing frames 58
Experimental seismic response evaluation of suspended piping restraint installations 58
Performance sismiche degli elementi non-strutturali: considerazioni sulla domanda sismica e sui dati sperimentali attualmente disponibili 57
Seismic performance of masonry infilled RC frames designed for gravity loads 57
Influence of infilled frames on seismic vulnerability assessment of recurrent building typologies 56
L’INFLUENZA DELLE TAMPONATURE SUL PERIODO ELASTICO DI TELAI ESISTENTI IN C.A 56
Infill Variability and Modelling Uncertainty Implications on the Seismic Loss Assessment of an Existing RC Italian School Building 55
Valutazione del rischio sismico di edifici scolastici in calcestruzzo armato mediante una Scheda di Rapid Visual Screening 55
Seismic fragility of multistorey R/C frames with vertical irregularities 53
Non-linear behaviour of masonry infilled RC frames: Influence of masonry mechanical properties 52
Impact of masonry infill variability on the estimation of floor response spectra in RC buildings 52
Performance-based seismic classification of acceleration-sensitive non-structural elements 52
MID1.0: Masonry Infilled RC Frame Experimental Database 46
Seismic Vulnerability Assessment and Fragility Functions Derivation for Steel Storage Legged Tanks 40
FRAGILITY AND VULNERABILITY MODELS FOR POORLY-DETAILED INFILLED BUILDINGS ACCOUNTING FOR BUILDING-TO-BUILDING AND MASONRY INFILL VARIABILITY 36
Influence of Fluid Viscous Damper Stiffness on the Floor Acceleration Response of Steel Moment-Resisting Frames Under Far-Field Ground Motions 34
Expected seismic response and annual seismic loss of viscously damped braced steel frames 33
Estimation of consistent absolute acceleration and relative displacement floor response spectra in existing masonry-infilled reinforced concrete buildings 32
Influence of acceleration-sensitive non-structural element classification on seismic loss estimation of a case-study building in Italy 30
Experimentally Calibrated Numerical Modeling for Performance-Based Seismic Design of Low-Frequency Rocking Electrical Cabinets 26
DEVELOPING STOREY LOSS FUNCTIONS FOR EVALUATION OF SEISMIC RISK IN ITALIAN RESIDENTIAL BUILDING TYPOLOGIES 9
Totale 8.216
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Categoria #
all - tutte 60.197
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 60.197
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021411 0 0 0 0 0 50 25 27 48 32 218 11
2021/2022323 11 96 42 37 9 11 22 19 17 42 2 15
2022/20232.610 461 285 201 252 128 299 27 232 247 138 312 28
2023/20241.658 178 57 131 100 184 266 274 56 81 83 48 200
2024/20251.416 165 69 57 50 158 156 59 60 188 155 112 187
2025/2026939 166 150 217 182 218 6 0 0 0 0 0 0
Totale 8.216