IRIS
DEL GAUDIO, CARLO
 Distribuzione geografica
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Continente #
AS - Asia 2.074
NA - Nord America 1.785
EU - Europa 1.646
SA - Sud America 243
AF - Africa 67
OC - Oceania 3
Continente sconosciuto - Info sul continente non disponibili 2
Totale 5.820
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Nazione #
US - Stati Uniti d'America 1.724
SG - Singapore 1.229
RU - Federazione Russa 777
IT - Italia 558
CN - Cina 380
HK - Hong Kong 215
BR - Brasile 201
VN - Vietnam 97
DE - Germania 53
FR - Francia 51
GB - Regno Unito 42
CA - Canada 40
FI - Finlandia 38
CI - Costa d'Avorio 37
IN - India 36
KR - Corea 22
NL - Olanda 22
IE - Irlanda 20
AR - Argentina 17
PL - Polonia 16
BD - Bangladesh 15
TR - Turchia 15
MX - Messico 13
AT - Austria 10
ES - Italia 9
ID - Indonesia 9
DZ - Algeria 8
EC - Ecuador 8
IQ - Iraq 8
PK - Pakistan 8
ZA - Sudafrica 8
RO - Romania 7
PH - Filippine 6
SE - Svezia 6
UA - Ucraina 6
IR - Iran 5
PE - Perù 5
AL - Albania 4
BH - Bahrain 4
CO - Colombia 4
PT - Portogallo 4
SA - Arabia Saudita 4
UZ - Uzbekistan 4
AE - Emirati Arabi Uniti 3
BE - Belgio 3
GR - Grecia 3
TH - Thailandia 3
TN - Tunisia 3
VE - Venezuela 3
AU - Australia 2
BG - Bulgaria 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
BF - Burkina Faso 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
PA - Panama 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 5.820
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Città #
Singapore 615
Hong Kong 214
Moscow 207
Santa Clara 182
Chandler 161
Ashburn 142
San Jose 135
Hefei 106
Beijing 84
Millbury 77
Napoli 66
Naples 64
Los Angeles 58
Dallas 47
Des Moines 43
Lawrence 43
Rome 42
The Dalles 37
Boston 34
Redondo Beach 32
Nanjing 27
Wilmington 26
Buffalo 23
Ho Chi Minh City 23
Milan 23
Munich 21
Princeton 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
Genoa 9
Palermo 9
San Francisco 9
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
Dublin 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
Atlanta 4
Bologna 4
Charlotte 4
Council Bluffs 4
Curitiba 4
Dearborn 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
Totale 3.071
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Nome #
Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake 168
Derivazione di curve di fragilità empiriche per edifici residenziali italiani in c.a. 142
Risk assessment of italian school buildings at national scale: the MARS project experience 134
Considerazioni sulla risposta degli edifici in c.a. 127
Danni agli edifici in cemento armato di Amatrice in conseguenza del terremoto del 24 agosto 2016: considerazioni preliminari 127
A simplified method for seismic vulnerability assessment of infilled RC buildings: Methodology 124
A class-oriented large scale comparison with postearthquake damage for Abruzzi Region 124
Vulnerability Assessment of the Building Stock of L’Aquila: Comparison between Observed and Predicted Earthquake Damage Scenarios 120
Drift-based fragility functions for hollow clay masonry infills in RC buildings under in-plane seismic actions 116
Damage scenarios for RC buildings during the 2012 Emilia (Italy) earthquake 112
Use of Empirical Fragility Curves for Assessing Seismic Risk in Italy 112
Seismic Vulnerability Assessment at Urban Scale Based on Different Building Stock Data Sources 107
Development and urban-scale application of a simplified method for seismic fragility assessment of RC buildings 102
Experimental tests on masonry infilled gravity- and seismic-load designed RC frames 102
A simplified method for seismic vulnerability assessment of infilled RC buildings: Application at urban scale 101
Fragility curves assessment of an existing typological RC building subjected to the combined action of slow-moving settlements and earthquake 99
Derivation of Fragility Curves for Italian RC Buildings from Post-Earthquake Damage Data 99
Updating of the seismic fragility curves for RC buildings subjected to slow-moving settlements 98
Observed and predicted earthquake damage scenarios: the case study of L’Aquila municipality 94
Observed and predicted earthquake damage scenarios: the case study of Pettino (L’Aquila) after the 6th April 2009 event 94
Urban-scale seismic fragility assessment of RC buildings subjected to L'Aquila earthquake 93
Uso di curve di fragilità empiriche per la valutazione del rischio sismico a scala nazionale 92
Empirical drift-fragility functions and loss estimation for infills in reinforced concrete frames under seismic loading 87
Preliminary prediction of damage to residential buildings following the 21st August 2017 Ischia earthquake 83
Intervention model for natural and anthropogenic risk scenarios in the framework of Municipal Emergency Plans 83
Evaluation of repair costs for masonry infills in RC buildings from observed damage data: The case-study of the 2009 L'Aquila earthquake 81
Comparative analysis of the fragility curves for Italian residential masonry and RC buildings 80
Seismic vulnerability assessment at urban scale based on field survey, remote sensing and census data 79
First remarks about the expected damage scenario following the 24th August 2016 earthquake in central Italy 76
Fragility curves derivation for masonry buildings damaged after 2009 L'Aquila earthquake accounting for the effect of construction age 74
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design 74
A single-building comparison with observed post-earthquake damage: the case study of L’Aquila municipality 72
Simplified numerical modelling for hollow clay-masonry infills in RC frames under in-plane seismic loads 72
A simplified methodology for seismic repair costs assessment in RC buildings: an application to L’Aquila 2009 event 72
Seismic fragility for Italian RC buildings based on damage data of the last 50 years 71
SIMPLIFIED ANALYTICAL METHODOLOGIES FOR SEISMIC FRAGILITY ASSESSMENT OF RC BUILDINGS WITH INFILLS 71
Seismic retrofitting strategies for pre-70 RC buildings: the effectiveness of "local interventions" 70
Numerical modelling of infilled RC frames: The detection of column failure due to local shear interaction 67
Beta functions adaptation on empirical damage for a fragility model of Italian buildings 66
Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake 66
Seismic Loss Estimation in Pre-1970 Residential RC Buildings: The Role of Infills and Services in Low–Mid-Rise Case Studies 65
Seismic performance assessment of as-built and retrofitted RC buildings considering the influence of infills: pre-‘70 low-mide rise case-studies 65
Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake 65
Seismic retrofit of Italian pre-‘70 case-study RC buildings by solving shear failures: code-compliant assessment and economic effort 64
Seismic response of RC buildings during the Mw6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study 64
Experimental tests of unreinforced external RC beam-column joints strengthened with prestressed steel strips 64
National risk assessment of Italian school buildings: the MARS project experience 63
Numerical modelling of column failure due to the local shear interaction in infilled RC frames 63
Strengthening of Unreinforced External RC Beam-Column Joints with Prestressed Steel Strips 63
Damage scenario for L’Aquila area: a large-scale comparison with 7597 RC buildings post-earthquake data 61
In-Plane Behaviour And Damage Assessment Of Masonry Infills With Hollow Clay Bricks In RC Structures 60
The effect of retrofit intervention on empirical vulnerability curves of Italian masonry buildings 60
A class-oriented mechanical approach for seismic damage assessment of RC buildings subjected to the 2009 L’Aquila earthquake 59
Empirical fragility curves for Italian residential buildings 58
Empirically based approaches for the derivation of fragility curves of Italian RC building typologies 57
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) 57
A component-level methodology to evaluate the seismic repair costs of infills and services for Italian RC buildings 57
Empirical vulnerability curves for italian residential buildings 55
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event 55
Towards a multi-parametric fragility model for Italian masonry buildings based on the informative level 54
Investigation on the Column Shear Failure due to the Local Interaction with Masonry Infills in RC Frames 54
Toward a Simplified Evaluation of Seismic Repair Costs for RC Buildings with Masonry Infills 54
EMPIRICAL FRAGILITY CURVES FOR ITALIAN RC BUILDINGS 53
Improvement of seismic safety by local strenghtning in italian pre-70 residential RC buildings designed for gravity loads 51
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches 51
The influence of retrofit intervention on vulnerability of masonry buildings from post-earthquake damage data of the last 50 years 51
Repair costs due to infills for RC buildings after 2009 L'Aquila earthquake 51
A class-oriented large scale comparison with post-earthquake damage for Abruzzi region 51
Influence of structural-geometric features on seismic vulnerability of masonry buildings based on post-earthquake damage data 50
Experimental Assessment and Numerical Modelling of Conforming and Non-Conforming RC Frames with and without Infills 49
Experimental response of unreinforced exterior RC joints strengthened with prestressed steel strips 48
Seismic loss estimation due to masonry infills in reinforced concrete buildings 47
On the Effectiveness of Pre-stressed Steel Strips for Solving Shear Failures in Existing Reinforced Concrete Buildings: Experimental Results 46
Empirical fragility curves for Italian residential RC buildings 46
A procedure for seismic risk assessment of Italian RC buildings 45
Simplified loss estimation in infilled RC buildings: mechanical method and validation 45
Seismic Loss Prediction for Infilled RC Buildings via Simplified Analytical Method 44
In-plane behaviour and damage assessment of masonry infills with hollow clay bricks in RC frames 43
Totale 5.919
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Categoria #
all - tutte 19.918
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 19.918
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202158 0 0 0 0 0 0 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
2025/20262.146 389 331 311 319 502 96 198 0 0 0 0 0
Totale 5.919