PERRONE, DANIELE
 Distribuzione geografica
Continente #
NA - Nord America 3.266
EU - Europa 2.747
AS - Asia 948
AF - Africa 115
SA - Sud America 97
OC - Oceania 35
Continente sconosciuto - Info sul continente non disponibili 2
Totale 7.210
Nazione #
US - Stati Uniti d'America 3.131
IT - Italia 894
DE - Germania 494
CN - Cina 421
SE - Svezia 370
GB - Regno Unito 284
SG - Singapore 252
EE - Estonia 169
CA - Canada 122
CI - Costa d'Avorio 91
NL - Olanda 88
CH - Svizzera 86
FR - Francia 82
RU - Federazione Russa 71
CZ - Repubblica Ceca 52
IN - India 49
TR - Turchia 46
IR - Iran 44
JP - Giappone 44
FI - Finlandia 38
BR - Brasile 35
PE - Perù 27
BE - Belgio 26
AU - Australia 22
PT - Portogallo 19
HK - Hong Kong 17
EC - Ecuador 16
IL - Israele 14
PL - Polonia 14
NZ - Nuova Zelanda 13
CO - Colombia 12
UA - Ucraina 10
LT - Lituania 9
ZA - Sudafrica 9
EG - Egitto 7
GR - Grecia 7
RO - Romania 7
AE - Emirati Arabi Uniti 6
ES - Italia 6
KR - Corea 6
MX - Messico 6
PH - Filippine 6
AT - Austria 5
ID - Indonesia 5
MY - Malesia 5
CL - Cile 4
TW - Taiwan 4
IE - Irlanda 3
IQ - Iraq 3
MK - Macedonia 3
NP - Nepal 3
RS - Serbia 3
SC - Seychelles 3
TH - Thailandia 3
VN - Vietnam 3
BD - Bangladesh 2
BG - Bulgaria 2
CR - Costa Rica 2
DZ - Algeria 2
PK - Pakistan 2
PS - Palestinian Territory 2
QA - Qatar 2
VE - Venezuela 2
A1 - Anonimo 1
AL - Albania 1
AZ - Azerbaigian 1
BT - Bhutan 1
BZ - Belize 1
CY - Cipro 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
EU - Europa 1
GE - Georgia 1
GT - Guatemala 1
HN - Honduras 1
HR - Croazia 1
JO - Giordania 1
KG - Kirghizistan 1
MA - Marocco 1
MD - Moldavia 1
OM - Oman 1
PA - Panama 1
PY - Paraguay 1
SA - Arabia Saudita 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
TM - Turkmenistan 1
Totale 7.210
Città #
Chandler 536
Chicago 315
Princeton 284
London 239
Frankfurt am Main 227
San Mateo 204
Ashburn 199
Beijing 194
Tallinn 169
Boardman 165
The Dalles 159
Milan 137
Munich 130
Toronto 102
Singapore 99
Abidjan 91
Council Bluffs 84
Zurich 82
Pavia 78
Lawrence 72
Los Angeles 71
Redwood City 60
Las Vegas 54
Brno 40
Shanghai 35
Helsinki 32
Rome 30
Brussels 26
Atlanta 24
Guangzhou 23
Hanover 20
Nanjing 20
Tokyo 20
Ann Arbor 18
Guntur 18
Miami 16
Moscow 16
Dallas 15
Lima 15
Hefei 13
Istanbul 13
Zhengzhou 13
Bergamo 12
Naples 12
Berkeley 11
Ankara 10
Montignoso 10
Dearborn 9
Hong Kong 9
Kunming 9
Berlin 8
Boston 8
Civitavecchia 8
Haifa 8
Medellín 8
Quito 8
Sassari 8
Vijayawada 8
Amsterdam 7
Andover 7
Brooklyn 7
Warsaw 7
Assago 6
Bari 6
Bologna 6
Catania 6
Jinan 6
Kyjov 6
Nanchang 6
New York 6
Santa Clara 6
Tortona 6
Turin 6
Turku 6
Wilmington 6
Acireale 5
Buffalo 5
Cinisello Balsamo 5
Duncan 5
Guayaquil 5
Lequile 5
Santiago 5
São Paulo 5
Zelo Buon Persico 5
Ahmedabad 4
Chambly 4
Clemson 4
Columbus 4
Elze 4
Esslingen am Neckar 4
Fulham 4
Lecce 4
Modena 4
Porto 4
Reduzum 4
San Francisco 4
San Quirico 4
Tehran 4
Trento 4
Absecon 3
Totale 4.518
Nome #
A probabilistic strong floor motion duration model for seismic performance assessment of non‐structural building elements 444
Current challenges and future trends in analytical fragility and vulnerability models 294
Performance-Based Seismic Design of Nonstructural Building Elements 210
Braceless seismic restraints for suspended nonstructural elements 194
Seismic response of a braceless seismic restraint system for suspended nonstructural elements 139
Earthquake Economic Losses in Moment-Resisting Steel Frames Equipped with Fluid Viscous Dampers 135
Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation 126
Seismic Demand on Acceleration-Sensitive Nonstructural Components in Viscously Damped Braced Frames 119
Force-Based vs Displacement-Based Seismic Design of Non-structural Elements 115
Seismic Demand and Performance Evaluation of Non-Structural Elements in a Low-Damage Building System 109
A Framework for Quantifying Seismic Performance Factors for Non-Structural Elements 103
Estimating consistent relative displacement and absolute acceleration floor response spectra in elastic buildings 100
Seismic Performance of Suspended Piping Restraint Installations 100
Parametric study and prediction models of the seismic response of single-degree-of-freedom structural systems equipped with Maxwell material fluid viscous dampers 99
Consistent floor response spectra for performance‐based seismic design of nonstructural elements 99
System Identification and Seismic Assessment Modeling Implications for Italian School Buildings 97
Seismic performance of steel moment-resisting frame retrofitted with linear and nonlinear viscous dampers 96
A Framework for the Quantification of Non-Structural Seismic Performance Factors 95
Seismic Retrofit of Existing School Buildings in Italy: Performance Evaluation and Loss Estimation 92
Nonlinear static characterisation of masonry-infilled {RC} building portfolios accounting for variability of infill properties 91
Seismic assessment and loss estimation of existing school buildings in Italy 90
Floor acceleration demand on steel moment resisting frame buildings retrofitted with linear and nonlinear viscous dampers 90
Effect of cyclic loading protocols on the experimental seismic performance evaluation of suspended piping restraint installations 89
A prioritization RVS methodology for the seismic risk assessment of RC school buildings 88
Displacement-Based Seismic Design of Non-Structural Building Elements 88
Numerical Modelling and Validation of the Response of Masonry Infilled RC Frames Using Experimental Testing Results 85
Improving the seismic performance of non-structural elements using Building Information Modelling 84
Calibrated Equivalent Viscous Damping for Direct Displacement-Based Seismic Design of Suspended Piping Trapeze Restraint Installations 84
Seismic acceleration demand and fragility assessment of storage tanks installed in industrial steel moment-resisting frame structures 83
Automated seismic design of non-structural elements with Building Information Modelling 80
Seismic assessment and qualification of non-structural elements in Europe: a critical review 80
Use of Building Information Modelling for the seismic design of non-structural elements 78
A safety index for hospital buildings 77
Seismic performance of non-structural elements during the 2016 Central Italy earthquake 77
Rapid visual screening for seismic evaluation of RC hospital buildings 76
System identification and structural modelling of Italian school buildings 76
Shake‐table tests of innovative drift sensitive nonstructural elements in a low‐damage structural system 76
Seismic risk assessment of masonry-infilled RC building portfolios: impact of variability in the infill properties 75
Large-scale simplified seismic mapping of residential buildings through rapid visual screening 75
Prove dinamiche su tavola vibrante di elementi non strutturali 74
Seismic vulnerability assessment of a cultural heritage castle 73
Large-scale seismic assessment of RC buildings through rapid visual screening 72
Analisi lineare di telai multipiano in c.a. irregolari in altezza 71
Seismic Fragility Analysis of Fire Sprinkler Piping System in a Hospital Building 69
Appraisal of the contribution of infil panels in regional vulnerability analyses of existing RC buildings in Puglia 69
Numerical modelling of the cyclic response of threaded joints for the seismic behaviour evaluation of piping systems 69
Seismic demand on non-structural elements: Influence of masonry infills on floor response spectra 68
Equivalent Viscous Damping for Nonstructural Building Elements 67
Epistemic uncertainty in poorly detailed existing frames accounting for masonry infill variability and RC shear failure 65
Rapid visual screening per strutture ospedaliere in cemento armato 63
Progettazione sismica degli elementi non-strutturali mediante Building Information Modelling 63
Shake table testing for seismic performance evaluation of non-structural elements 63
Metodologie di valutazione della vulnerabilità sismica a confronto: applicazione ad un edificio scolastico 62
Analisi della risposta sismica degli elementi non-strutturali durante il terremoto del Centro Italia 62
Influence of infill properties on the seismic behavior of R.C. frames 62
Experimental Seismic Performance Evaluation of Suspended Piping Restraint Installations 62
Influence of the modelling approach on the failure modes of RC infilled frames under seismic actions 60
Verifiche di vulnerabilità sismica del Castello di Manfredonia: analisi ed influenza delle assunzioni di calcolo 60
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 58
Seismic demand on non-structural elements for quantifying seismic performance factors 57
Seismic Numerical Modelling of Suspended Piping Trapeze Restraint Installations Based on Component Testing 57
Seismic Acceleration and Displacement Demand Profiles of Non-Structural Elements in Hospital Buildings 57
Utilizzo di leghe a memoria di forma per la pretensione del rinforzo in FRP di elementi inflessi in c.a 56
Seismic performance of non-structural elements during the 2016 Central Italy earthquake 56
Fragility functions and floor spectra of RC masonry infilled frames: influence of mechanical properties of masonry infills 56
Influence of beam-to-column connections in seismic vulnerability assessment of steel structures 56
Evaluation of the infill influence on the elastic period of existing RC frames 55
Use of Building Information Modelling for the Automated Seismic Design of Non-structural Elements 55
Evaluation of rapid visual screening assessment of existing buildings using nonlinear numerical analysis 54
Un indice di rischio sismico per le strutture ospedaliere 54
Risposta sismica di telai in c.a. con distribuzioni non-regolari in altezza di tamponature 54
Generalised Storey Loss Functions for Seismic Loss Assessment of Italian Residential Buildings 53
Influence of infilled frames on seismic vulnerability assessment of recurrent building typologies 53
Probabilistic Estimation of Floor Response Spectra in Masonry Infilled Reinforced Concrete Building Portfolio 53
A Shake Table Testing Campaign of Electrical Cabinets 52
Influence of infill properties on ductility of RC existing frames 52
Seismic performance of masonry infilled RC frames designed for gravity loads 52
Performance sismiche degli elementi non-strutturali: considerazioni sulla domanda sismica e sui dati sperimentali attualmente disponibili 51
Valutazione del rischio sismico di edifici scolastici in calcestruzzo armato mediante una Scheda di Rapid Visual Screening 50
L’INFLUENZA DELLE TAMPONATURE SUL PERIODO ELASTICO DI TELAI ESISTENTI IN C.A 49
Seismic fragility of multistorey R/C frames with vertical irregularities 49
Seismic Assessment of School Buildings in Italy: Retrofit and Risk Classification 49
Experimental seismic response evaluation of suspended piping restraint installations 49
Infill Variability and Modelling Uncertainty Implications on the Seismic Loss Assessment of an Existing RC Italian School Building 47
Non-linear behaviour of masonry infilled RC frames: Influence of masonry mechanical properties 47
MID1.0: Masonry Infilled RC Frame Experimental Database 43
Impact of masonry infill variability on the estimation of floor response spectra in RC buildings 43
Performance-based seismic classification of acceleration-sensitive non-structural elements 35
Seismic Vulnerability Assessment and Fragility Functions Derivation for Steel Storage Legged Tanks 29
FRAGILITY AND VULNERABILITY MODELS FOR POORLY-DETAILED INFILLED BUILDINGS ACCOUNTING FOR BUILDING-TO-BUILDING AND MASONRY INFILL VARIABILITY 29
Influence of Fluid Viscous Damper Stiffness on the Floor Acceleration Response of Steel Moment-Resisting Frames Under Far-Field Ground Motions 24
Estimation of consistent absolute acceleration and relative displacement floor response spectra in existing masonry-infilled reinforced concrete buildings 22
Expected seismic response and annual seismic loss of viscously damped braced steel frames 21
Influence of acceleration-sensitive non-structural element classification on seismic loss estimation of a case-study building in Italy 19
Experimentally Calibrated Numerical Modeling for Performance-Based Seismic Design of Low-Frequency Rocking Electrical Cabinets 9
Totale 7.367
Categoria #
all - tutte 52.369
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 52.369


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021546 50 15 17 26 27 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
2025/202690 90 0 0 0 0 0 0 0 0 0 0 0
Totale 7.367