IRIS
DEL GAUDIO, CARLO
 Distribuzione geografica
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Continente #
AS - Asia 2.044
EU - Europa 1.637
NA - Nord America 1.618
SA - Sud America 240
AF - Africa 67
OC - Oceania 3
Continente sconosciuto - Info sul continente non disponibili 2
Totale 5.611
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Nazione #
US - Stati Uniti d'America 1.558
SG - Singapore 1.211
RU - Federazione Russa 777
IT - Italia 554
CN - Cina 376
HK - Hong Kong 215
BR - Brasile 198
VN - Vietnam 97
DE - Germania 53
FR - Francia 48
GB - Regno Unito 42
CA - Canada 40
FI - Finlandia 38
CI - Costa d'Avorio 37
IN - India 34
KR - Corea 22
NL - Olanda 22
IE - Irlanda 19
AR - Argentina 17
PL - Polonia 16
BD - Bangladesh 15
TR - Turchia 14
MX - Messico 13
AT - Austria 10
ES - Italia 9
DZ - Algeria 8
EC - Ecuador 8
ID - Indonesia 8
IQ - Iraq 8
ZA - Sudafrica 8
PK - Pakistan 7
RO - Romania 7
SE - Svezia 6
UA - Ucraina 6
IR - Iran 5
PE - Perù 5
PH - Filippine 5
AL - Albania 4
BH - Bahrain 4
CO - Colombia 4
PT - Portogallo 4
SA - Arabia Saudita 4
AE - Emirati Arabi Uniti 3
BE - Belgio 3
GR - Grecia 3
TN - Tunisia 3
UZ - Uzbekistan 3
VE - Venezuela 3
AU - Australia 2
CL - Cile 2
CU - Cuba 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
MY - Malesia 2
PS - Palestinian Territory 2
PY - Paraguay 2
SM - San Marino 2
TH - Thailandia 2
BF - Burkina Faso 1
BG - Bulgaria 1
CD - Congo 1
CG - Congo 1
CH - Svizzera 1
CM - Camerun 1
CW - ???statistics.table.value.countryCode.CW??? 1
EE - Estonia 1
EG - Egitto 1
ET - Etiopia 1
GA - Gabon 1
GF - Guiana Francese 1
GI - Gibilterra 1
HN - Honduras 1
HR - Croazia 1
HU - Ungheria 1
IM - Isola di Man 1
JM - Giamaica 1
JP - Giappone 1
KE - Kenya 1
KG - Kirghizistan 1
KZ - Kazakistan 1
LA - Repubblica Popolare Democratica del Laos 1
LK - Sri Lanka 1
LT - Lituania 1
LV - Lettonia 1
ME - Montenegro 1
MG - Madagascar 1
MR - Mauritania 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
QA - Qatar 1
RS - Serbia 1
TJ - Tagikistan 1
TT - Trinidad e Tobago 1
TZ - Tanzania 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 5.611
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Città #
Singapore 603
Hong Kong 214
Moscow 207
Santa Clara 181
Chandler 161
Ashburn 130
Hefei 106
Beijing 84
Millbury 77
Napoli 66
Naples 63
Los Angeles 58
Dallas 47
Des Moines 43
Lawrence 43
Rome 42
Boston 34
Redondo Beach 32
Nanjing 27
Wilmington 26
Buffalo 23
Ho Chi Minh City 23
Milan 23
Munich 21
Princeton 20
The Dalles 20
Hanoi 19
Seoul 19
New York 18
São Paulo 18
Ottawa 16
Seattle 16
Florence 13
Dong Ket 12
Pune 12
Rio de Janeiro 12
Warsaw 12
Helsinki 11
Nuremberg 11
Amsterdam 9
Palermo 9
San Francisco 9
Genoa 8
London 8
Toronto 8
Brooklyn 7
Chennai 7
Orem 7
Padova 7
Shenyang 7
Turku 7
Vienna 7
Woodbridge 7
Bari 6
Chicago 6
Da Nang 6
Hebei 6
Johannesburg 6
Lappeenranta 6
Manchester 6
Mexico City 6
Pavia 6
Salerno 6
Washington 6
Afragola 5
Clifton 5
Dalmine 5
Denver 5
Fairfield 5
Falkenstein 5
Falls Church 5
Frankfurt am Main 5
Guangzhou 5
Maricá 5
Peshawar 5
Phoenix 5
Sarno 5
Secaucus 5
Taranto 5
Bologna 4
Charlotte 4
Council Bluffs 4
Dearborn 4
Dublin 4
Guayaquil 4
Houston 4
Hải Dương 4
Jiaxing 4
Lecco 4
Montreal 4
New Delhi 4
Ninh Bình 4
Poplar 4
Porto Alegre 4
Qingdao 4
San Nicola la Strada 4
San Venanzo 4
Sassari 4
Shanghai 4
Stockholm 4
Totale 2.895
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Nome #
Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake 165
Derivazione di curve di fragilità empiriche per edifici residenziali italiani in c.a. 139
Risk assessment of italian school buildings at national scale: the MARS project experience 130
Considerazioni sulla risposta degli edifici in c.a. 123
A simplified method for seismic vulnerability assessment of infilled RC buildings: Methodology 121
A class-oriented large scale comparison with postearthquake damage for Abruzzi Region 121
Danni agli edifici in cemento armato di Amatrice in conseguenza del terremoto del 24 agosto 2016: considerazioni preliminari 120
Vulnerability Assessment of the Building Stock of L’Aquila: Comparison between Observed and Predicted Earthquake Damage Scenarios 115
Drift-based fragility functions for hollow clay masonry infills in RC buildings under in-plane seismic actions 111
Damage scenarios for RC buildings during the 2012 Emilia (Italy) earthquake 107
Use of Empirical Fragility Curves for Assessing Seismic Risk in Italy 106
Seismic Vulnerability Assessment at Urban Scale Based on Different Building Stock Data Sources 102
Development and urban-scale application of a simplified method for seismic fragility assessment of RC buildings 100
Experimental tests on masonry infilled gravity- and seismic-load designed RC frames 99
Derivation of Fragility Curves for Italian RC Buildings from Post-Earthquake Damage Data 98
A simplified method for seismic vulnerability assessment of infilled RC buildings: Application at urban scale 97
Fragility curves assessment of an existing typological RC building subjected to the combined action of slow-moving settlements and earthquake 95
Updating of the seismic fragility curves for RC buildings subjected to slow-moving settlements 94
Observed and predicted earthquake damage scenarios: the case study of L’Aquila municipality 92
Observed and predicted earthquake damage scenarios: the case study of Pettino (L’Aquila) after the 6th April 2009 event 92
Uso di curve di fragilità empiriche per la valutazione del rischio sismico a scala nazionale 89
Urban-scale seismic fragility assessment of RC buildings subjected to L'Aquila earthquake 88
Empirical drift-fragility functions and loss estimation for infills in reinforced concrete frames under seismic loading 85
Intervention model for natural and anthropogenic risk scenarios in the framework of Municipal Emergency Plans 81
Preliminary prediction of damage to residential buildings following the 21st August 2017 Ischia earthquake 80
Comparative analysis of the fragility curves for Italian residential masonry and RC buildings 79
Seismic vulnerability assessment at urban scale based on field survey, remote sensing and census data 78
Evaluation of repair costs for masonry infills in RC buildings from observed damage data: The case-study of the 2009 L'Aquila earthquake 74
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design 72
First remarks about the expected damage scenario following the 24th August 2016 earthquake in central Italy 72
Fragility curves derivation for masonry buildings damaged after 2009 L'Aquila earthquake accounting for the effect of construction age 71
A simplified methodology for seismic repair costs assessment in RC buildings: an application to L’Aquila 2009 event 71
SIMPLIFIED ANALYTICAL METHODOLOGIES FOR SEISMIC FRAGILITY ASSESSMENT OF RC BUILDINGS WITH INFILLS 69
Simplified numerical modelling for hollow clay-masonry infills in RC frames under in-plane seismic loads 68
Seismic retrofitting strategies for pre-70 RC buildings: the effectiveness of "local interventions" 67
A single-building comparison with observed post-earthquake damage: the case study of L’Aquila municipality 67
Seismic fragility for Italian RC buildings based on damage data of the last 50 years 67
Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake 66
Numerical modelling of infilled RC frames: The detection of column failure due to local shear interaction 65
Beta functions adaptation on empirical damage for a fragility model of Italian buildings 64
Seismic Loss Estimation in Pre-1970 Residential RC Buildings: The Role of Infills and Services in Low–Mid-Rise Case Studies 64
National risk assessment of Italian school buildings: the MARS project experience 63
Seismic performance assessment of as-built and retrofitted RC buildings considering the influence of infills: pre-‘70 low-mide rise case-studies 63
Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake 63
Seismic retrofit of Italian pre-‘70 case-study RC buildings by solving shear failures: code-compliant assessment and economic effort 62
Seismic response of RC buildings during the Mw6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study 62
Numerical modelling of column failure due to the local shear interaction in infilled RC frames 61
Experimental tests of unreinforced external RC beam-column joints strengthened with prestressed steel strips 61
In-Plane Behaviour And Damage Assessment Of Masonry Infills With Hollow Clay Bricks In RC Structures 59
Strengthening of Unreinforced External RC Beam-Column Joints with Prestressed Steel Strips 59
Damage scenario for L’Aquila area: a large-scale comparison with 7597 RC buildings post-earthquake data 58
A class-oriented mechanical approach for seismic damage assessment of RC buildings subjected to the 2009 L’Aquila earthquake 57
Empirical fragility curves for Italian residential buildings 57
The effect of retrofit intervention on empirical vulnerability curves of Italian masonry buildings 56
Empirically based approaches for the derivation of fragility curves of Italian RC building typologies 55
Correction to: Seismic fragility for Italian RC buildings based on damage data of the last 50 years (Bulletin of Earthquake Engineering, (2020), 18, 5, (2023-2059), 10.1007/s10518-019-00762-6) 55
A component-level methodology to evaluate the seismic repair costs of infills and services for Italian RC buildings 55
Towards a multi-parametric fragility model for Italian masonry buildings based on the informative level 53
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event 53
Empirical vulnerability curves for italian residential buildings 51
Investigation on the Column Shear Failure due to the Local Interaction with Masonry Infills in RC Frames 51
Toward a Simplified Evaluation of Seismic Repair Costs for RC Buildings with Masonry Infills 51
EMPIRICAL FRAGILITY CURVES FOR ITALIAN RC BUILDINGS 51
Improvement of seismic safety by local strenghtning in italian pre-70 residential RC buildings designed for gravity loads 50
Repair costs due to infills for RC buildings after 2009 L'Aquila earthquake 50
Influence of structural-geometric features on seismic vulnerability of masonry buildings based on post-earthquake damage data 49
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches 49
The influence of retrofit intervention on vulnerability of masonry buildings from post-earthquake damage data of the last 50 years 49
A class-oriented large scale comparison with post-earthquake damage for Abruzzi region 49
Experimental Assessment and Numerical Modelling of Conforming and Non-Conforming RC Frames with and without Infills 48
On the Effectiveness of Pre-stressed Steel Strips for Solving Shear Failures in Existing Reinforced Concrete Buildings: Experimental Results 46
Experimental response of unreinforced exterior RC joints strengthened with prestressed steel strips 46
Simplified loss estimation in infilled RC buildings: mechanical method and validation 45
Seismic loss estimation due to masonry infills in reinforced concrete buildings 44
A procedure for seismic risk assessment of Italian RC buildings 43
Empirical fragility curves for Italian residential RC buildings 42
In-plane behaviour and damage assessment of masonry infills with hollow clay bricks in RC frames 40
Seismic Loss Prediction for Infilled RC Buildings via Simplified Analytical Method 40
Totale 5.710
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Categoria #
all - tutte 19.401
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 19.401
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202159 0 0 0 0 0 1 17 4 13 8 2 14
2021/2022347 1 1 14 5 2 50 7 19 29 6 59 154
2022/2023423 64 40 14 23 39 48 15 41 80 8 37 14
2023/2024457 23 63 34 25 43 60 33 50 4 35 59 28
2024/20252.093 128 35 25 53 158 163 251 121 171 148 691 149
2025/20261.937 389 331 311 319 502 85 0 0 0 0 0 0
Totale 5.710