IRIS
DEL GAUDIO, CARLO
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 792
EU - Europa 355
AS - Asia 102
SA - Sud America 5
AF - Africa 3
OC - Oceania 1
Totale 1.258
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 772
IT - Italia 269
CN - Cina 79
CA - Canada 20
IE - Irlanda 19
GB - Regno Unito 16
FI - Finlandia 15
VN - Vietnam 12
FR - Francia 7
RO - Romania 7
IN - India 6
DZ - Algeria 3
ES - Italia 3
NL - Olanda 3
PE - Perù 3
PH - Filippine 3
CO - Colombia 2
DE - Germania 2
PL - Polonia 2
PT - Portogallo 2
SE - Svezia 2
SM - San Marino 2
UA - Ucraina 2
AE - Emirati Arabi Uniti 1
AU - Australia 1
CH - Svizzera 1
CZ - Repubblica Ceca 1
IM - Isola di Man 1
KR - Corea 1
RS - Serbia 1
Totale 1.258
Salva come PNG Salva come JPEG
Città #
Chandler 161
Millbury 77
Napoli 66
Des Moines 43
Lawrence 43
Boston 29
Nanjing 27
Wilmington 26
Beijing 25
Princeton 20
Naples 16
Ottawa 14
Dong Ket 12
Rome 10
Ashburn 8
Florence 7
Padova 7
Shenyang 7
Woodbridge 7
Hebei 6
Dublin 5
Fairfield 5
Falls Church 5
Manchester 5
Milan 5
Pavia 5
Dearborn 4
Houston 4
Jiaxing 4
Lecco 4
New Delhi 4
San Venanzo 4
Sarno 4
Torino 4
Amsterdam 3
Brindisi 3
Centro 3
Changsha 3
Cusco 3
Genoa 3
Madrid 3
Norwalk 3
Redwood City 3
Salerno 3
Sant'angelo D'alife 3
Albenga 2
Altopascio 2
Bari 2
Cassino 2
Catania 2
Guangzhou 2
Lapio 2
Leawood 2
Marche 2
Montréal 2
Pagani 2
Polska 2
Roorkee 2
San Giuliano Milanese 2
San Marino 2
Sassari 2
Seattle 2
Sennori 2
Afragola 1
Angri 1
Asti 1
Bastia 1
Belgrade 1
Bologna 1
Brescia 1
Caiatia 1
Campobasso 1
Chieti 1
Denver 1
Douglas 1
Dubai 1
Foggia 1
Genova 1
Giarre 1
Giugliano In Campania 1
Hanover 1
Iasi 1
Indiana 1
L'aquila 1
Lappeenranta 1
Lisbon 1
Livorno 1
London 1
Los Angeles 1
Mazzano Romano 1
Montagny 1
Montesarchio 1
Nocera Inferiore 1
Nocera Superiore 1
Opera 1
Palermo 1
Pardubice 1
Pederobba 1
Phoenix 1
Pisticci 1
Totale 779
Salva come PNG Salva come JPEG
Nome #
Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake 86
Danni agli edifici in cemento armato di Amatrice in conseguenza del terremoto del 24 agosto 2016: considerazioni preliminari 53
Considerazioni sulla risposta degli edifici in c.a. 41
Uso di curve di fragilità empiriche per la valutazione del rischio sismico a scala nazionale 39
A simplified methodology for seismic repair costs assessment in RC buildings: an application to L’Aquila 2009 event 39
Derivazione di curve di fragilità empiriche per edifici residenziali italiani in c.a. 38
Vulnerability Assessment of the Building Stock of L’Aquila: Comparison between Observed and Predicted Earthquake Damage Scenarios 37
A simplified method for seismic vulnerability assessment of infilled RC buildings: Methodology 36
Development and urban-scale application of a simplified method for seismic fragility assessment of RC buildings 31
Seismic response of RC buildings during the Mw6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study 31
Damage scenarios for RC buildings during the 2012 Emilia (Italy) earthquake 29
Observed and predicted earthquake damage scenarios: the case study of Pettino (L’Aquila) after the 6th April 2009 event 29
Empirical drift-fragility functions and loss estimation for infills in reinforced concrete frames under seismic loading 29
Use of Empirical Fragility Curves for Assessing Seismic Risk in Italy 29
A class-oriented mechanical approach for seismic damage assessment of RC buildings subjected to the 2009 L’Aquila earthquake 28
Drift-based fragility functions for hollow clay masonry infills in RC buildings under in-plane seismic actions 27
A simplified method for seismic vulnerability assessment of infilled RC buildings: Application at urban scale 26
Experimental tests on masonry infilled gravity- and seismic-load designed RC frames 26
Seismic Vulnerability Assessment at Urban Scale Based on Different Building Stock Data Sources 24
Numerical modelling of column failure due to the local shear interaction in infilled RC frames 24
Observed and predicted earthquake damage scenarios: the case study of L’Aquila municipality 23
Experimental tests of unreinforced external RC beam-column joints strengthened with prestressed steel strips 23
Intervention model for natural and anthropogenic risk scenarios in the framework of Municipal Emergency Plans 23
A class-oriented large scale comparison with postearthquake damage for Abruzzi Region 22
Seismic fragility for Italian RC buildings based on damage data of the last 50 years 22
EMPIRICAL FRAGILITY CURVES FOR ITALIAN RC BUILDINGS 21
A component-level methodology to evaluate the seismic repair costs of infills and services for Italian RC buildings 20
Urban-scale seismic fragility assessment of RC buildings subjected to L'Aquila earthquake 19
Derivation of Fragility Curves for Italian RC Buildings from Post-Earthquake Damage Data 19
Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake 18
In-Plane Behaviour And Damage Assessment Of Masonry Infills With Hollow Clay Bricks In RC Structures 18
Numerical modelling of infilled RC frames: The detection of column failure due to local shear interaction 18
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) 18
Empirical fragility curves for Italian residential buildings 18
Damage scenario for L’Aquila area: a large-scale comparison with 7597 RC buildings post-earthquake data 18
Evaluation of repair costs for masonry infills in RC buildings from observed damage data: The case-study of the 2009 L'Aquila earthquake 16
The influence of retrofit intervention on vulnerability of masonry buildings from post-earthquake damage data of the last 50 years 16
Seismic Loss Estimation in Pre-1970 Residential RC Buildings: The Role of Infills and Services in Low–Mid-Rise Case Studies 16
Seismic performance assessment of as-built and retrofitted RC buildings considering the influence of infills: pre-‘70 low-mide rise case-studies 16
A class-oriented large scale comparison with post-earthquake damage for Abruzzi region 16
Comparative analysis of the fragility curves for Italian residential masonry and RC buildings 16
Preliminary prediction of damage to residential buildings following the 21st August 2017 Ischia earthquake 15
Empirical vulnerability curves for italian residential buildings 15
The effect of retrofit intervention on empirical vulnerability curves of Italian masonry buildings 15
SIMPLIFIED ANALYTICAL METHODOLOGIES FOR SEISMIC FRAGILITY ASSESSMENT OF RC BUILDINGS WITH INFILLS 14
Experimental response of unreinforced exterior RC joints strengthened with prestressed steel strips 13
Simplified numerical modelling for hollow clay-masonry infills in RC frames under in-plane seismic loads 12
Investigation on the Column Shear Failure due to the Local Interaction with Masonry Infills in RC Frames 11
Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake 11
Seismic vulnerability assessment at urban scale based on field survey, remote sensing and census data 10
A single-building comparison with observed post-earthquake damage: the case study of L’Aquila municipality 10
Empirical fragility curves for Italian residential RC buildings 10
Experimental Assessment and Numerical Modelling of Conforming and Non-Conforming RC Frames with and without Infills 10
First remarks about the expected damage scenario following the 24th August 2016 earthquake in central Italy 9
Seismic Loss Prediction for Infilled RC Buildings via Simplified Analytical Method 9
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event 9
Risk assessment of italian school buildings at national scale: the MARS project experience 8
Simplified loss estimation in infilled RC buildings: mechanical method and validation 8
Strengthening of Unreinforced External RC Beam-Column Joints with Prestressed Steel Strips 8
In-plane behaviour and damage assessment of masonry infills with hollow clay bricks in RC frames 7
A procedure for seismic risk assessment of Italian RC buildings 7
Repair costs due to infills for RC buildings after 2009 L'Aquila earthquake 7
Seismic loss estimation due to masonry infills in reinforced concrete buildings 6
Seismic retrofitting strategies for pre-70 RC buildings: the effectiveness of "local interventions" 5
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches 5
Toward a Simplified Evaluation of Seismic Repair Costs for RC Buildings with Masonry Infills 5
Fragility curves derivation for masonry buildings damaged after 2009 L'Aquila earthquake accounting for the effect of construction age 4
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design 3
Totale 1.344
Salva come PNG Salva come JPEG
Categoria #
all - tutte 4.003
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 4.003
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201936 0 0 3 4 2 8 9 0 6 1 2 1
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
2022/2023424 64 40 14 23 39 48 15 41 81 8 37 14
2023/2024120 23 63 34 0 0 0 0 0 0 0 0 0
Totale 1.344