DEL GAUDIO, CARLO
 Distribuzione geografica
Continente #
NA - Nord America 909
EU - Europa 458
AS - Asia 202
AF - Africa 43
SA - Sud America 7
OC - Oceania 1
Totale 1.620
Nazione #
US - Stati Uniti d'America 889
IT - Italia 357
SG - Singapore 81
CN - Cina 80
CI - Costa d'Avorio 37
CA - Canada 20
FI - Finlandia 18
IE - Irlanda 18
IN - India 18
GB - Regno Unito 17
FR - Francia 14
VN - Vietnam 12
RO - Romania 7
DZ - Algeria 6
DE - Germania 3
ES - Italia 3
NL - Olanda 3
PE - Perù 3
PH - Filippine 3
UA - Ucraina 3
BR - Brasile 2
CO - Colombia 2
GR - Grecia 2
IQ - Iraq 2
IR - Iran 2
KR - Corea 2
PL - Polonia 2
PT - Portogallo 2
SE - Svezia 2
SM - San Marino 2
AE - Emirati Arabi Uniti 1
AU - Australia 1
CH - Svizzera 1
CZ - Repubblica Ceca 1
IM - Isola di Man 1
MY - Malesia 1
RS - Serbia 1
RU - Federazione Russa 1
Totale 1.620
Città #
Chandler 161
Millbury 77
Ashburn 75
Napoli 66
Singapore 44
Des Moines 43
Lawrence 43
Boston 29
Naples 29
Nanjing 27
Wilmington 26
Beijing 25
Los Angeles 21
Princeton 20
Rome 17
Ottawa 14
Dong Ket 12
Pune 12
Milan 11
Florence 9
Padova 7
Shenyang 7
Woodbridge 7
Hebei 6
Washington 6
Afragola 5
Dalmine 5
Fairfield 5
Falls Church 5
Manchester 5
Pavia 5
Dearborn 4
Dublin 4
Genoa 4
Houston 4
Jiaxing 4
Lecco 4
New Delhi 4
San Nicola la Strada 4
San Venanzo 4
Sarno 4
Torino 4
Amsterdam 3
Brindisi 3
Centro 3
Changsha 3
Crotone 3
Cusco 3
Madrid 3
Norwalk 3
Redwood City 3
Salerno 3
San Francisco 3
Sant'angelo D'alife 3
Seattle 3
Albenga 2
Altopascio 2
Bari 2
Cairo Montenotte 2
Cassino 2
Catania 2
Conselve 2
Guangzhou 2
Helsinki 2
Lapio 2
Lappeenranta 2
Leawood 2
London 2
Marche 2
Monterotondo 2
Montesilvano Marina 2
Montréal 2
Nice 2
Pagani 2
Phoenix 2
Polska 2
Rio de Janeiro 2
Roorkee 2
San Giuliano Milanese 2
San Marino 2
Sandston 2
Sassari 2
Sennori 2
Thessaloniki 2
Angri 1
Asti 1
Baronissi 1
Bastia 1
Belgrade 1
Boardman 1
Bologna 1
Brescia 1
Caiatia 1
Campobasso 1
Casoria 1
Chieti 1
Clifton 1
Denver 1
Douglas 1
Dubai 1
Totale 981
Nome #
Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake 89
Danni agli edifici in cemento armato di Amatrice in conseguenza del terremoto del 24 agosto 2016: considerazioni preliminari 59
Considerazioni sulla risposta degli edifici in c.a. 53
Derivazione di curve di fragilità empiriche per edifici residenziali italiani in c.a. 51
Vulnerability Assessment of the Building Stock of L’Aquila: Comparison between Observed and Predicted Earthquake Damage Scenarios 49
A simplified method for seismic vulnerability assessment of infilled RC buildings: Methodology 42
A simplified methodology for seismic repair costs assessment in RC buildings: an application to L’Aquila 2009 event 40
Uso di curve di fragilità empiriche per la valutazione del rischio sismico a scala nazionale 39
Use of Empirical Fragility Curves for Assessing Seismic Risk in Italy 39
Development and urban-scale application of a simplified method for seismic fragility assessment of RC buildings 37
A simplified method for seismic vulnerability assessment of infilled RC buildings: Application at urban scale 36
Damage scenarios for RC buildings during the 2012 Emilia (Italy) earthquake 36
Derivation of Fragility Curves for Italian RC Buildings from Post-Earthquake Damage Data 35
Observed and predicted earthquake damage scenarios: the case study of Pettino (L’Aquila) after the 6th April 2009 event 33
Empirical drift-fragility functions and loss estimation for infills in reinforced concrete frames under seismic loading 33
Seismic response of RC buildings during the Mw6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study 32
Experimental tests on masonry infilled gravity- and seismic-load designed RC frames 30
Drift-based fragility functions for hollow clay masonry infills in RC buildings under in-plane seismic actions 30
Seismic Vulnerability Assessment at Urban Scale Based on Different Building Stock Data Sources 29
Observed and predicted earthquake damage scenarios: the case study of L’Aquila municipality 29
A class-oriented mechanical approach for seismic damage assessment of RC buildings subjected to the 2009 L’Aquila earthquake 29
A class-oriented large scale comparison with postearthquake damage for Abruzzi Region 27
Experimental tests of unreinforced external RC beam-column joints strengthened with prestressed steel strips 27
Seismic fragility for Italian RC buildings based on damage data of the last 50 years 26
Numerical modelling of infilled RC frames: The detection of column failure due to local shear interaction 26
Risk assessment of italian school buildings at national scale: the MARS project experience 25
Numerical modelling of column failure due to the local shear interaction in infilled RC frames 25
Seismic Loss Estimation in Pre-1970 Residential RC Buildings: The Role of Infills and Services in Low–Mid-Rise Case Studies 25
A component-level methodology to evaluate the seismic repair costs of infills and services for Italian RC buildings 25
Intervention model for natural and anthropogenic risk scenarios in the framework of Municipal Emergency Plans 25
In-Plane Behaviour And Damage Assessment Of Masonry Infills With Hollow Clay Bricks In RC Structures 23
Empirical fragility curves for Italian residential buildings 23
EMPIRICAL FRAGILITY CURVES FOR ITALIAN RC BUILDINGS 23
Urban-scale seismic fragility assessment of RC buildings subjected to L'Aquila earthquake 22
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) 22
SIMPLIFIED ANALYTICAL METHODOLOGIES FOR SEISMIC FRAGILITY ASSESSMENT OF RC BUILDINGS WITH INFILLS 22
Damage scenario for L’Aquila area: a large-scale comparison with 7597 RC buildings post-earthquake data 22
Seismic performance assessment of as-built and retrofitted RC buildings considering the influence of infills: pre-‘70 low-mide rise case-studies 21
Preliminary prediction of damage to residential buildings following the 21st August 2017 Ischia earthquake 20
The effect of retrofit intervention on empirical vulnerability curves of Italian masonry buildings 20
Investigation on the Column Shear Failure due to the Local Interaction with Masonry Infills in RC Frames 20
A class-oriented large scale comparison with post-earthquake damage for Abruzzi region 20
Comparative analysis of the fragility curves for Italian residential masonry and RC buildings 20
Evaluation of repair costs for masonry infills in RC buildings from observed damage data: The case-study of the 2009 L'Aquila earthquake 19
Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake 19
The influence of retrofit intervention on vulnerability of masonry buildings from post-earthquake damage data of the last 50 years 18
Empirical vulnerability curves for italian residential buildings 18
Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake 18
Experimental response of unreinforced exterior RC joints strengthened with prestressed steel strips 17
Simplified numerical modelling for hollow clay-masonry infills in RC frames under in-plane seismic loads 15
Fragility curves derivation for masonry buildings damaged after 2009 L'Aquila earthquake accounting for the effect of construction age 14
Fragility curves assessment of an existing typological RC building subjected to the combined action of slow-moving settlements and earthquake 14
Seismic vulnerability assessment at urban scale based on field survey, remote sensing and census data 13
A single-building comparison with observed post-earthquake damage: the case study of L’Aquila municipality 13
First remarks about the expected damage scenario following the 24th August 2016 earthquake in central Italy 13
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event 13
Empirical fragility curves for Italian residential RC buildings 12
Experimental Assessment and Numerical Modelling of Conforming and Non-Conforming RC Frames with and without Infills 12
Toward a Simplified Evaluation of Seismic Repair Costs for RC Buildings with Masonry Infills 12
Strengthening of Unreinforced External RC Beam-Column Joints with Prestressed Steel Strips 12
Simplified loss estimation in infilled RC buildings: mechanical method and validation 11
Beta functions adaptation on empirical damage for a fragility model of Italian buildings 10
A procedure for seismic risk assessment of Italian RC buildings 10
Repair costs due to infills for RC buildings after 2009 L'Aquila earthquake 10
Seismic Loss Prediction for Infilled RC Buildings via Simplified Analytical Method 10
Seismic retrofitting strategies for pre-70 RC buildings: the effectiveness of "local interventions" 8
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design 8
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches 8
In-plane behaviour and damage assessment of masonry infills with hollow clay bricks in RC frames 8
Seismic loss estimation due to masonry infills in reinforced concrete buildings 7
Seismic retrofit of Italian pre-‘70 case-study RC buildings by solving shear failures: code-compliant assessment and economic effort 6
Updating of the seismic fragility curves for RC buildings subjected to slow-moving settlements 3
Totale 1.710
Categoria #
all - tutte 7.444
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 7.444


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020185 54 0 28 14 13 10 11 0 6 15 23 11
2020/202174 2 5 0 5 3 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
2024/202530 30 0 0 0 0 0 0 0 0 0 0 0
Totale 1.710