IRIS
DEL GAUDIO, CARLO
 Distribuzione geografica
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Continente #
AS - Asia 2.677
NA - Nord America 2.391
EU - Europa 1.835
SA - Sud America 284
AF - Africa 73
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 2
Totale 7.266
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Nazione #
US - Stati Uniti d'America 2.313
SG - Singapore 1.323
RU - Federazione Russa 778
IT - Italia 629
CN - Cina 409
VN - Vietnam 371
HK - Hong Kong 231
BR - Brasile 226
FR - Francia 134
BD - Bangladesh 65
JP - Giappone 61
DE - Germania 58
GB - Regno Unito 48
CA - Canada 44
IN - India 44
FI - Finlandia 39
CI - Costa d'Avorio 37
KR - Corea 27
NL - Olanda 27
IQ - Iraq 25
IE - Irlanda 22
AR - Argentina 21
MX - Messico 18
PL - Polonia 18
PH - Filippine 16
TR - Turchia 16
ES - Italia 14
TH - Thailandia 13
PK - Pakistan 12
AT - Austria 10
EC - Ecuador 9
ID - Indonesia 9
RO - Romania 9
CO - Colombia 8
DZ - Algeria 8
MY - Malesia 8
UA - Ucraina 8
ZA - Sudafrica 8
CL - Cile 6
PE - Perù 6
SE - Svezia 6
TW - Taiwan 6
UZ - Uzbekistan 6
IR - Iran 5
NP - Nepal 5
TN - Tunisia 5
AL - Albania 4
BH - Bahrain 4
GR - Grecia 4
PT - Portogallo 4
SA - Arabia Saudita 4
VE - Venezuela 4
AE - Emirati Arabi Uniti 3
AU - Australia 3
BE - Belgio 3
DO - Repubblica Dominicana 3
HN - Honduras 3
PY - Paraguay 3
BG - Bulgaria 2
CG - Congo 2
CU - Cuba 2
CZ - Repubblica Ceca 2
EG - Egitto 2
ET - Etiopia 2
HR - Croazia 2
JM - Giamaica 2
LK - Sri Lanka 2
LT - Lituania 2
PS - Palestinian Territory 2
SM - San Marino 2
TT - Trinidad e Tobago 2
AZ - Azerbaigian 1
BF - Burkina Faso 1
CD - Congo 1
CH - Svizzera 1
CM - Camerun 1
CR - Costa Rica 1
CW - ???statistics.table.value.countryCode.CW??? 1
EE - Estonia 1
GA - Gabon 1
GF - Guiana Francese 1
GI - Gibilterra 1
GT - Guatemala 1
HU - Ungheria 1
IL - Israele 1
IM - Isola di Man 1
JO - Giordania 1
KE - Kenya 1
KG - Kirghizistan 1
KW - Kuwait 1
KZ - Kazakistan 1
LA - Repubblica Popolare Democratica del Laos 1
LB - Libano 1
LV - Lettonia 1
ME - Montenegro 1
MG - Madagascar 1
MK - Macedonia 1
MR - Mauritania 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
Totale 7.258
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Città #
Singapore 690
San Jose 474
Hong Kong 225
Moscow 207
Ashburn 198
Santa Clara 186
Chandler 161
Hefei 106
Ho Chi Minh City 94
Beijing 91
Millbury 77
Hanoi 76
Naples 75
The Dalles 74
Los Angeles 71
Lauterbourg 69
Napoli 66
Dallas 56
Tokyo 55
Rome 44
Des Moines 43
Lawrence 43
Boston 34
Redondo Beach 32
Milan 30
Buffalo 27
Nanjing 27
New York 27
Wilmington 26
Munich 21
Princeton 20
Seoul 20
São Paulo 19
Ottawa 17
Da Nang 16
Seattle 16
Florence 14
Rio de Janeiro 14
Orem 13
Pune 13
Dong Ket 12
Haiphong 12
Helsinki 12
Nuremberg 12
Warsaw 12
Amsterdam 11
Council Bluffs 11
San Francisco 11
Palermo 10
Shenyang 10
Toronto 10
Baghdad 9
Brooklyn 9
Chicago 9
Genoa 9
Hải Dương 9
Washington 9
Bình Phước 8
Chennai 8
Frankfurt am Main 8
London 8
Manchester 8
Atlanta 7
Bologna 7
Padova 7
Turku 7
Vienna 7
Woodbridge 7
Bari 6
Bắc Ninh 6
Charlotte 6
Denver 6
Hebei 6
Johannesburg 6
Lappeenranta 6
Mexico City 6
Pavia 6
Phoenix 6
Salerno 6
Tashkent 6
Afragola 5
Bangkok 5
Clifton 5
Curitiba 5
Dalmine 5
Dublin 5
Fairfield 5
Falkenstein 5
Falls Church 5
Guangzhou 5
Houston 5
Kuala Lumpur 5
Lahore 5
Maricá 5
Peshawar 5
Sarno 5
Secaucus 5
Taranto 5
Dearborn 4
Erbil 4
Totale 3.996
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Nome #
Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake 189
Derivazione di curve di fragilità empiriche per edifici residenziali italiani in c.a. 163
Risk assessment of italian school buildings at national scale: the MARS project experience 158
Considerazioni sulla risposta degli edifici in c.a. 154
Use of Empirical Fragility Curves for Assessing Seismic Risk in Italy 151
A class-oriented large scale comparison with postearthquake damage for Abruzzi Region 148
A simplified method for seismic vulnerability assessment of infilled RC buildings: Methodology 146
Danni agli edifici in cemento armato di Amatrice in conseguenza del terremoto del 24 agosto 2016: considerazioni preliminari 144
Drift-based fragility functions for hollow clay masonry infills in RC buildings under in-plane seismic actions 143
Development and urban-scale application of a simplified method for seismic fragility assessment of RC buildings 136
Damage scenarios for RC buildings during the 2012 Emilia (Italy) earthquake 135
Vulnerability Assessment of the Building Stock of L’Aquila: Comparison between Observed and Predicted Earthquake Damage Scenarios 135
Seismic Vulnerability Assessment at Urban Scale Based on Different Building Stock Data Sources 129
A simplified method for seismic vulnerability assessment of infilled RC buildings: Application at urban scale 128
Derivation of Fragility Curves for Italian RC Buildings from Post-Earthquake Damage Data 128
Experimental tests on masonry infilled gravity- and seismic-load designed RC frames 127
Updating of the seismic fragility curves for RC buildings subjected to slow-moving settlements 118
Observed and predicted earthquake damage scenarios: the case study of Pettino (L’Aquila) after the 6th April 2009 event 113
Uso di curve di fragilità empiriche per la valutazione del rischio sismico a scala nazionale 113
Urban-scale seismic fragility assessment of RC buildings subjected to L'Aquila earthquake 112
Observed and predicted earthquake damage scenarios: the case study of L’Aquila municipality 111
SIMPLIFIED ANALYTICAL METHODOLOGIES FOR SEISMIC FRAGILITY ASSESSMENT OF RC BUILDINGS WITH INFILLS 111
Preliminary prediction of damage to residential buildings following the 21st August 2017 Ischia earthquake 110
Fragility curves assessment of an existing typological RC building subjected to the combined action of slow-moving settlements and earthquake 109
Seismic vulnerability assessment at urban scale based on field survey, remote sensing and census data 107
Empirical drift-fragility functions and loss estimation for infills in reinforced concrete frames under seismic loading 104
Intervention model for natural and anthropogenic risk scenarios in the framework of Municipal Emergency Plans 102
A simplified methodology for seismic repair costs assessment in RC buildings: an application to L’Aquila 2009 event 97
Simplified numerical modelling for hollow clay-masonry infills in RC frames under in-plane seismic loads 96
The effect of retrofit intervention on empirical vulnerability curves of Italian masonry buildings 95
Comparative analysis of the fragility curves for Italian residential masonry and RC buildings 95
Evaluation of repair costs for masonry infills in RC buildings from observed damage data: The case-study of the 2009 L'Aquila earthquake 94
A single-building comparison with observed post-earthquake damage: the case study of L’Aquila municipality 92
Seismic performance assessment of as-built and retrofitted RC buildings considering the influence of infills: pre-‘70 low-mide rise case-studies 92
Fragility curves derivation for masonry buildings damaged after 2009 L'Aquila earthquake accounting for the effect of construction age 90
First remarks about the expected damage scenario following the 24th August 2016 earthquake in central Italy 90
Towards a multi-parametric fragility model for Italian masonry buildings based on the informative level 89
Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake 89
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design 88
Improvement of seismic safety by local strenghtning in italian pre-70 residential RC buildings designed for gravity loads 87
Seismic Loss Estimation in Pre-1970 Residential RC Buildings: The Role of Infills and Services in Low–Mid-Rise Case Studies 84
Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake 84
Beta functions adaptation on empirical damage for a fragility model of Italian buildings 82
Experimental tests of unreinforced external RC beam-column joints strengthened with prestressed steel strips 81
Seismic retrofitting strategies for pre-70 RC buildings: the effectiveness of "local interventions" 80
Seismic fragility for Italian RC buildings based on damage data of the last 50 years 80
Numerical modelling of column failure due to the local shear interaction in infilled RC frames 79
In-Plane Behaviour And Damage Assessment Of Masonry Infills With Hollow Clay Bricks In RC Structures 79
Seismic response of RC buildings during the Mw6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study 77
Strengthening of Unreinforced External RC Beam-Column Joints with Prestressed Steel Strips 77
Damage scenario for L’Aquila area: a large-scale comparison with 7597 RC buildings post-earthquake data 77
National risk assessment of Italian school buildings: the MARS project experience 76
Seismic retrofit of Italian pre-‘70 case-study RC buildings by solving shear failures: code-compliant assessment and economic effort 76
A component-level methodology to evaluate the seismic repair costs of infills and services for Italian RC buildings 73
A class-oriented mechanical approach for seismic damage assessment of RC buildings subjected to the 2009 L’Aquila earthquake 72
Numerical modelling of infilled RC frames: The detection of column failure due to local shear interaction 72
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) 71
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event 71
Investigation on the Column Shear Failure due to the Local Interaction with Masonry Infills in RC Frames 71
Empirical fragility curves for Italian residential buildings 70
Empirically based approaches for the derivation of fragility curves of Italian RC building typologies 68
Toward a Simplified Evaluation of Seismic Repair Costs for RC Buildings with Masonry Infills 67
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches 66
The influence of retrofit intervention on vulnerability of masonry buildings from post-earthquake damage data of the last 50 years 66
Repair costs due to infills for RC buildings after 2009 L'Aquila earthquake 66
EMPIRICAL FRAGILITY CURVES FOR ITALIAN RC BUILDINGS 66
On the Effectiveness of Pre-stressed Steel Strips for Solving Shear Failures in Existing Reinforced Concrete Buildings: Experimental Results 63
Seismic loss estimation due to masonry infills in reinforced concrete buildings 63
Experimental Assessment and Numerical Modelling of Conforming and Non-Conforming RC Frames with and without Infills 63
Influence of structural-geometric features on seismic vulnerability of masonry buildings based on post-earthquake damage data 62
Seismic Loss Prediction for Infilled RC Buildings via Simplified Analytical Method 61
A class-oriented large scale comparison with post-earthquake damage for Abruzzi region 61
Experimental response of unreinforced exterior RC joints strengthened with prestressed steel strips 60
Empirical vulnerability curves for italian residential buildings 59
Empirical fragility curves for Italian residential RC buildings 58
Simplified loss estimation in infilled RC buildings: mechanical method and validation 57
In-plane behaviour and damage assessment of masonry infills with hollow clay bricks in RC frames 53
A procedure for seismic risk assessment of Italian RC buildings 53
Shear strengthening of existing reinforced concrete columns by pre-stressed steel strips: experimental outcomes 4
Totale 7.366
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Categoria #
all - tutte 23.089
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 23.089
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202114 0 0 0 0 0 0 0 0 0 0 0 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
2025/20263.593 389 331 311 319 502 96 516 235 412 267 186 29
Totale 7.366