PERRONE, DANIELE
 Distribuzione geografica
Continente #
NA - Nord America 4.805
EU - Europa 3.148
AS - Asia 2.249
SA - Sud America 292
AF - Africa 194
OC - Oceania 36
Continente sconosciuto - Info sul continente non disponibili 2
Totale 10.726
Nazione #
US - Stati Uniti d'America 4.632
IT - Italia 1.060
CN - Cina 889
SG - Singapore 567
DE - Germania 511
SE - Svezia 372
GB - Regno Unito 334
EE - Estonia 169
IN - India 164
BR - Brasile 134
FR - Francia 134
CA - Canada 133
NL - Olanda 123
VN - Vietnam 97
CI - Costa d'Avorio 91
CH - Svizzera 88
RU - Federazione Russa 79
TR - Turchia 70
HK - Hong Kong 67
BD - Bangladesh 54
CZ - Repubblica Ceca 53
FI - Finlandia 50
JP - Giappone 50
IR - Iran 47
CO - Colombia 36
PE - Perù 30
EC - Ecuador 29
IQ - Iraq 28
PL - Polonia 27
BE - Belgio 26
ZA - Sudafrica 26
PH - Filippine 25
AR - Argentina 24
SA - Arabia Saudita 24
PK - Pakistan 23
PT - Portogallo 23
AU - Australia 22
IL - Israele 22
ES - Italia 19
MY - Malesia 19
UA - Ucraina 19
VE - Venezuela 18
MX - Messico 17
ID - Indonesia 16
EG - Egitto 13
NZ - Nuova Zelanda 13
AE - Emirati Arabi Uniti 12
LT - Lituania 12
TN - Tunisia 12
CL - Cile 11
GR - Grecia 10
ET - Etiopia 9
JO - Giordania 9
MA - Marocco 9
NP - Nepal 7
RO - Romania 7
DZ - Algeria 6
KR - Corea 6
TW - Taiwan 6
UZ - Uzbekistan 6
AT - Austria 5
IE - Irlanda 5
LY - Libia 5
PY - Paraguay 5
TH - Thailandia 5
GE - Georgia 4
KE - Kenya 4
OM - Oman 4
PS - Palestinian Territory 4
RS - Serbia 4
AL - Albania 3
AO - Angola 3
AZ - Azerbaigian 3
BG - Bulgaria 3
BO - Bolivia 3
CR - Costa Rica 3
GT - Guatemala 3
KZ - Kazakistan 3
LB - Libano 3
MK - Macedonia 3
MN - Mongolia 3
NI - Nicaragua 3
SC - Seychelles 3
SV - El Salvador 3
DK - Danimarca 2
DO - Repubblica Dominicana 2
HN - Honduras 2
HR - Croazia 2
JM - Giamaica 2
LA - Repubblica Popolare Democratica del Laos 2
NG - Nigeria 2
PA - Panama 2
QA - Qatar 2
SK - Slovacchia (Repubblica Slovacca) 2
SN - Senegal 2
A1 - Anonimo 1
BH - Bahrain 1
BT - Bhutan 1
BY - Bielorussia 1
BZ - Belize 1
Totale 10.703
Città #
San Jose 747
Ashburn 563
Chandler 536
Chicago 414
Princeton 284
Singapore 266
Beijing 264
London 243
Frankfurt am Main 236
San Mateo 204
Tallinn 169
Boardman 165
The Dalles 159
Council Bluffs 152
Milan 150
Munich 130
Toronto 102
Abidjan 91
Zurich 82
Pavia 81
Los Angeles 80
Lawrence 72
Redwood City 60
Hong Kong 55
Las Vegas 54
Orem 43
Brno 40
Helsinki 39
Shanghai 39
Rome 34
Guangzhou 33
Dallas 29
Columbus 28
Ho Chi Minh City 28
Chennai 27
Atlanta 26
Brussels 26
Nanjing 26
Hanoi 24
Tokyo 24
Basingstoke 23
Hanover 20
São Paulo 20
Ann Arbor 18
Guntur 18
Moscow 18
Amsterdam 17
Istanbul 17
Lima 17
Naples 17
Zhengzhou 17
Medellín 16
Miami 16
Warsaw 16
Hefei 15
Santa Clara 15
Assago 14
Baghdad 13
Manchester 13
Mumbai 13
Ankara 12
Bergamo 12
Brooklyn 12
New York 12
Tianjin 12
Berkeley 11
Boston 11
New Delhi 11
Turku 11
Caracas 10
Kunming 10
Montignoso 10
Buffalo 9
Civitavecchia 9
Dearborn 9
Hyderabad 9
Montreal 9
Quito 9
Riyadh 9
Santiago 9
Sassari 9
Berlin 8
Dhaka 8
Guayaquil 8
Haifa 8
Johannesburg 8
Roubaix 8
San Francisco 8
Vijayawada 8
Addis Ababa 7
Andover 7
Bari 7
Bengaluru 7
Bologna 7
Hangzhou 7
Jeddah 7
Jinan 7
Lanzhou 7
Shijiazhuang 7
Ahmedabad 6
Totale 6.513
Nome #
A probabilistic strong floor motion duration model for seismic performance assessment of non‐structural building elements 599
Current challenges and future trends in analytical fragility and vulnerability models 350
Performance-Based Seismic Design of Nonstructural Building Elements 260
Braceless seismic restraints for suspended nonstructural elements 242
Seismic response of a braceless seismic restraint system for suspended nonstructural elements 182
Earthquake Economic Losses in Moment-Resisting Steel Frames Equipped with Fluid Viscous Dampers 181
Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation 171
Seismic Demand on Acceleration-Sensitive Nonstructural Components in Viscously Damped Braced Frames 161
Consistent floor response spectra for performance‐based seismic design of nonstructural elements 159
Force-Based vs Displacement-Based Seismic Design of Non-structural Elements 155
Parametric study and prediction models of the seismic response of single-degree-of-freedom structural systems equipped with Maxwell material fluid viscous dampers 152
Seismic Demand and Performance Evaluation of Non-Structural Elements in a Low-Damage Building System 144
A Framework for Quantifying Seismic Performance Factors for Non-Structural Elements 136
Estimating consistent relative displacement and absolute acceleration floor response spectra in elastic buildings 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
Seismic Performance of Suspended Piping Restraint Installations 132
A Framework for the Quantification of Non-Structural Seismic Performance Factors 132
Nonlinear static characterisation of masonry-infilled {RC} building portfolios accounting for variability of infill properties 130
Floor acceleration demand on steel moment resisting frame buildings retrofitted with linear and nonlinear viscous dampers 127
Seismic Retrofit of Existing School Buildings in Italy: Performance Evaluation and Loss Estimation 126
Effect of cyclic loading protocols on the experimental seismic performance evaluation of suspended piping restraint installations 125
Numerical Modelling and Validation of the Response of Masonry Infilled RC Frames Using Experimental Testing Results 125
Rapid visual screening for seismic evaluation of RC hospital buildings 119
Displacement-Based Seismic Design of Non-Structural Building Elements 119
Seismic acceleration demand and fragility assessment of storage tanks installed in industrial steel moment-resisting frame structures 119
A safety index for hospital buildings 118
Large-scale seismic assessment of RC buildings through rapid visual screening 117
Seismic performance of steel moment-resisting frame retrofitted with linear and nonlinear viscous dampers 116
Shake‐table tests of innovative drift sensitive nonstructural elements in a low‐damage structural system 116
A prioritization RVS methodology for the seismic risk assessment of RC school buildings 115
System identification and structural modelling of Italian school buildings 115
Calibrated Equivalent Viscous Damping for Direct Displacement-Based Seismic Design of Suspended Piping Trapeze Restraint Installations 114
Seismic risk assessment of masonry-infilled RC building portfolios: impact of variability in the infill properties 113
Automated seismic design of non-structural elements with Building Information Modelling 111
Seismic assessment and qualification of non-structural elements in Europe: a critical review 107
Improving the seismic performance of non-structural elements using Building Information Modelling 106
Seismic performance of non-structural elements during the 2016 Central Italy earthquake 105
Appraisal of the contribution of infil panels in regional vulnerability analyses of existing RC buildings in Puglia 105
Analisi lineare di telai multipiano in c.a. irregolari in altezza 104
Use of Building Information Modelling for the seismic design of non-structural elements 104
Seismic demand on non-structural elements: Influence of masonry infills on floor response spectra 103
Prove dinamiche su tavola vibrante di elementi non strutturali 103
Epistemic uncertainty in poorly detailed existing frames accounting for masonry infill variability and RC shear failure 102
Seismic vulnerability assessment of a cultural heritage castle 102
Progettazione sismica degli elementi non-strutturali mediante Building Information Modelling 102
Probabilistic Estimation of Floor Response Spectra in Masonry Infilled Reinforced Concrete Building Portfolio 101
Seismic Numerical Modelling of Suspended Piping Trapeze Restraint Installations Based on Component Testing 101
Seismic demand on non-structural elements for quantifying seismic performance factors 98
Large-scale simplified seismic mapping of residential buildings through rapid visual screening 98
Seismic Acceleration and Displacement Demand Profiles of Non-Structural Elements in Hospital Buildings 98
A Shake Table Testing Campaign of Electrical Cabinets 97
Metodologie di valutazione della vulnerabilità sismica a confronto: applicazione ad un edificio scolastico 97
Generalised Storey Loss Functions for Seismic Loss Assessment of Italian Residential Buildings 96
Infill Variability and Modelling Uncertainty Implications on the Seismic Loss Assessment of an Existing RC Italian School Building 95
Analisi della risposta sismica degli elementi non-strutturali durante il terremoto del Centro Italia 95
Rapid visual screening per strutture ospedaliere in cemento armato 94
Numerical modelling of the cyclic response of threaded joints for the seismic behaviour evaluation of piping systems 94
Influence of infill properties on the seismic behavior of R.C. frames 93
Seismic Fragility Analysis of Fire Sprinkler Piping System in a Hospital Building 93
Seismic Assessment of School Buildings in Italy: Retrofit and Risk Classification 93
Influence of infill properties on ductility of RC existing frames 90
Influence of the modelling approach on the failure modes of RC infilled frames under seismic actions 90
Equivalent Viscous Damping for Nonstructural Building Elements 90
Influence of beam-to-column connections in seismic vulnerability assessment of steel structures 90
Evaluation of rapid visual screening assessment of existing buildings using nonlinear numerical analysis 89
Seismic performance of non-structural elements during the 2016 Central Italy earthquake 88
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 87
Utilizzo di leghe a memoria di forma per la pretensione del rinforzo in FRP di elementi inflessi in c.a 86
Shake table testing for seismic performance evaluation of non-structural elements 86
Verifiche di vulnerabilità sismica del Castello di Manfredonia: analisi ed influenza delle assunzioni di calcolo 86
Risposta sismica di telai in c.a. con distribuzioni non-regolari in altezza di tamponature 84
Seismic fragility of multistorey R/C frames with vertical irregularities 84
Experimental Seismic Performance Evaluation of Suspended Piping Restraint Installations 84
Performance-based seismic classification of acceleration-sensitive non-structural elements 83
Use of Building Information Modelling for the Automated Seismic Design of Non-structural Elements 82
Experimental seismic response evaluation of suspended piping restraint installations 82
Performance sismiche degli elementi non-strutturali: considerazioni sulla domanda sismica e sui dati sperimentali attualmente disponibili 81
L’INFLUENZA DELLE TAMPONATURE SUL PERIODO ELASTICO DI TELAI ESISTENTI IN C.A 80
Valutazione del rischio sismico di edifici scolastici in calcestruzzo armato mediante una Scheda di Rapid Visual Screening 80
Fragility functions and floor spectra of RC masonry infilled frames: influence of mechanical properties of masonry infills 79
Influence of acceleration-sensitive non-structural element classification on seismic loss estimation of a case-study building in Italy 78
Un indice di rischio sismico per le strutture ospedaliere 76
Non-linear behaviour of masonry infilled RC frames: Influence of masonry mechanical properties 75
Seismic performance of masonry infilled RC frames designed for gravity loads 75
Evaluation of the infill influence on the elastic period of existing RC frames 74
Impact of masonry infill variability on the estimation of floor response spectra in RC buildings 74
Influence of infilled frames on seismic vulnerability assessment of recurrent building typologies 72
FRAGILITY AND VULNERABILITY MODELS FOR POORLY-DETAILED INFILLED BUILDINGS ACCOUNTING FOR BUILDING-TO-BUILDING AND MASONRY INFILL VARIABILITY 71
Estimation of consistent absolute acceleration and relative displacement floor response spectra in existing masonry-infilled reinforced concrete buildings 67
MID1.0: Masonry Infilled RC Frame Experimental Database 66
Expected seismic response and annual seismic loss of viscously damped braced steel frames 65
Seismic Vulnerability Assessment and Fragility Functions Derivation for Steel Storage Legged Tanks 64
Influence of Fluid Viscous Damper Stiffness on the Floor Acceleration Response of Steel Moment-Resisting Frames Under Far-Field Ground Motions 55
Experimentally Calibrated Numerical Modeling for Performance-Based Seismic Design of Low-Frequency Rocking Electrical Cabinets 52
Braceless Seismic Restraint for Suspended Nonstructural Elements: Concept, Design, and Numerical and Experimental Assessment 30
DEVELOPING STOREY LOSS FUNCTIONS FOR EVALUATION OF SEISMIC RISK IN ITALIAN RESIDENTIAL BUILDING TYPOLOGIES 23
Totale 10.885
Categoria #
all - tutte 68.098
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 68.098


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202111 0 0 0 0 0 0 0 0 0 0 0 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
2025/20263.608 166 150 217 182 218 162 828 394 617 430 98 146
Totale 10.885