IRIS
DEL VECCHIO, CIRO
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
AS - Asia 2.424
EU - Europa 2.176
NA - Nord America 1.865
SA - Sud America 283
AF - Africa 36
OC - Oceania 11
Totale 6.795
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 1.803
SG - Singapore 1.182
IT - Italia 794
RU - Federazione Russa 645
CN - Cina 445
DE - Germania 374
VN - Vietnam 356
BR - Brasile 213
HK - Hong Kong 191
FR - Francia 108
JP - Giappone 49
FI - Finlandia 39
IE - Irlanda 39
CA - Canada 37
GB - Regno Unito 37
NL - Olanda 35
KR - Corea 33
BD - Bangladesh 28
AR - Argentina 25
IN - India 19
IQ - Iraq 19
TR - Turchia 15
PL - Polonia 13
GR - Grecia 12
ID - Indonesia 12
UA - Ucraina 12
MX - Messico 11
CO - Colombia 10
PE - Perù 10
TW - Taiwan 10
BE - Belgio 9
EC - Ecuador 9
IR - Iran 8
PK - Pakistan 8
PT - Portogallo 8
SE - Svezia 8
TH - Thailandia 8
AU - Australia 7
ES - Italia 7
ZA - Sudafrica 7
NP - Nepal 6
PH - Filippine 6
AL - Albania 5
AT - Austria 5
BG - Bulgaria 5
PY - Paraguay 5
TN - Tunisia 5
CL - Cile 4
EG - Egitto 4
UZ - Uzbekistan 4
VE - Venezuela 4
BH - Bahrain 3
CI - Costa d'Avorio 3
CZ - Repubblica Ceca 3
DO - Repubblica Dominicana 3
IL - Israele 3
KE - Kenya 3
MA - Marocco 3
NG - Nigeria 3
NZ - Nuova Zelanda 3
BO - Bolivia 2
CH - Svizzera 2
CR - Costa Rica 2
DK - Danimarca 2
GA - Gabon 2
GT - Guatemala 2
HR - Croazia 2
JM - Giamaica 2
JO - Giordania 2
KW - Kuwait 2
LT - Lituania 2
NO - Norvegia 2
SA - Arabia Saudita 2
SV - El Salvador 2
YE - Yemen 2
AE - Emirati Arabi Uniti 1
BA - Bosnia-Erzegovina 1
BJ - Benin 1
BY - Bielorussia 1
DM - Dominica 1
GE - Georgia 1
GF - Guiana Francese 1
GM - Gambi 1
HN - Honduras 1
KG - Kirghizistan 1
KZ - Kazakistan 1
LA - Repubblica Popolare Democratica del Laos 1
LK - Sri Lanka 1
LV - Lettonia 1
ME - Montenegro 1
MO - Macao, regione amministrativa speciale della Cina 1
NI - Nicaragua 1
OM - Oman 1
PS - Palestinian Territory 1
PW - Palau 1
RO - Romania 1
RS - Serbia 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
Totale 6.790
Salva come PNG Salva come JPEG
Città #
Singapore 629
San Jose 276
Hong Kong 186
Moscow 179
Chandler 177
Santa Clara 160
Ashburn 106
Naples 105
Hefei 103
Ho Chi Minh City 101
Beijing 88
Hanoi 74
Napoli 71
The Dalles 63
Lauterbourg 60
Millbury 54
Rietheim-Weilheim 49
Tokyo 44
Rome 42
Los Angeles 40
Boston 35
Des Moines 35
Nanjing 30
Redondo Beach 28
Lawrence 26
Princeton 26
Frankfurt am Main 24
São Paulo 22
Buffalo 21
Seoul 21
Genoa 19
New York 19
Milan 17
Ottawa 17
Helsinki 16
Wilmington 16
Rio de Janeiro 15
Dallas 13
Dearborn 13
Haiphong 13
Da Nang 12
Salerno 12
Falkenstein 10
Seattle 10
Istanbul 9
Pescara 9
Toronto 9
Warsaw 9
Changsha 8
Civitavecchia 8
Manchester 8
Nanchang 8
Palermo 8
Belo Horizonte 7
Biên Hòa 7
Houston 7
Mexico City 7
Nuremberg 7
Shenyang 7
Baghdad 6
Chicago 6
Hangzhou 6
Lima 6
Lisbon 6
Washington 6
Ann Arbor 5
Athens 5
Atlanta 5
Brasília 5
Dalmine 5
Guangzhou 5
Hải Dương 5
Karachi 5
Kathmandu 5
Padova 5
Quito 5
Redwood City 5
Sant'Anastasia 5
Trento 5
Verona 5
Afragola 4
Bexley 4
Bologna 4
Brooklyn 4
Casapulla 4
Chennai 4
Cinisello Balsamo 4
Council Bluffs 4
Florence 4
Fortaleza 4
Jiaxing 4
Kronberg 4
Lappeenranta 4
Maricá 4
Messina 4
Munich 4
Orem 4
Paris 4
Pavia 4
Pisa 4
Totale 3.386
Salva come PNG Salva come JPEG
Nome #
Flat slab response for seismic and cyclic actions prediction with numerical models 368
Come applicare il software JOINT FRP per il rinforzo di nodi trave-pilastro in c.a: esempi di calcolo 182
JOINT FRP è il software ReLUIS per la progettazione di interventi con FRP per nodi trave-pilastro in c.a. 176
La riqualificazione sostenibile del patrimonio edilizio in Campania - Una proposta di buona pratica in tema di eco e sisma bonus 174
Validation of numerical models for RC columns subjected to cyclic load 160
Risk assessment of italian school buildings at national scale: the MARS project experience 158
Edifici esistenti in cemento armato: intervento di rinforzo di nodi non confinati mediante materiali compositi 144
Actual versus predicted repair costs: case studies on RC buildings damaged by L’Aquila earthquake 142
Rinforzo con FRP di nodi trave-pilastro esistenti: analisi sperimentale e modello di capacità 141
An integrated design approach for the retrofit of existing RC school buildings 137
Comparison of available shear strength models for non-conforming reinforced concrete columns 134
The Pseudo-dynamic Testing Facility at UNINA: Preliminary Test on a RC Frame 132
Experimental response of an existing RC column with poor concrete 129
The Italian guidelines for seismic risk classification of constructions: technical principles and validation. 127
Modelling beam-column joints and FRP strengthening in the seismic performance assessment of RC existing frames 126
Seismic assessment of typical existing Italian bridge 126
Advanced numerical modelling for damage analysis of RC structures: a case study on beam-column joints 125
Accuracy of nonlinear static procedures for the seismic assessment of shear critical structures 124
Repair costs of existing RC buildings damaged by the L'Aquila earthquake and comparison with FEMA P-58 predictions 124
Il metodo convenzionale per classificare il rischio sismico delle costruzioni 118
Seismic retrofit of real beam-column joints using Fiber Reinforced Cement (FRC) composites 118
Analytical model and design approach for FRP strengthening of non-conforming RC corner beam-column joints 117
Experimental response of an existing RC bridge with smooth bars and preliminary numerical simulations 116
Experimental Investigation of Exterior RC Beam-Column Joints Retrofitted with FRP Systems 113
Shear capacity of RC structural members: assessment of available strength and drift capacity models 108
Shear capacity of RC beam-column joints retrofitted with FRP systems 106
Validation of refined numerical modeling for existing RC buildings: comparison between predicted and observed earthquake damage 104
Experimental response and numerical modelling of two-storey infilled RC frame 104
Numerical seismic assessment of an existing bridge with different support configurations 101
Actual Repair Costs of RC Building Components Damaged by the L'Aquila Earthquake (2009) 101
Shear failure of existing r.c. columns under seismic actions 100
Innovative solutions for seismic retrofit of existing RC buildings with poor quality concrete 98
Repair costs analysis for case study buildings damaged in the 2009 L’Aquila earthquake 97
Correlation of in-situ characterization tests and experimental performances of RC members 96
In-plane response of two storeys infilled reinforced concrete frame using a pseudo-dynamic testing framework 95
Comparison of Refined Numerical Modeling for Substandard Beam-Column Joints 82
National risk assessment of Italian school buildings: the MARS project experience 76
Implementation and Validation of the Simple Lateral Mechanism Analysis (SLaMA) for the Seismic Performance Assessment of a Damaged Case Study Building 75
Crack width-based fragility curves for repairability of substandard beam-column joints 73
FRP Seismic Strengthening of Infilled RC Frames 72
Seismic assessment of a RC case study building using the Simple Lateral Mechanism Analysis, SLaMA, method 72
Light FRP Strengthening of Poorly Detailed Reinforced Concrete Exterior Beam-Column Joints 72
Influence of Infill-to-Frame Connection on the Seismic Response of RC Frames 71
La riduzione diffusa della vulnerabilità sismica degli edifici esistenti in cemento armato interventi leggeri e a basso impatto basati su materiali compositi 71
Minimally Invasive FRP Strengthening of External Beam–Column Joints 70
Seismic Strengthening of RC Beam-Column Joints with FRP Systems Applicable from the Exterior of the Building 69
Nonlinear analysis and FRP strengthening of multi-storey infilled RC building 69
Conceptual design of integrated seismic and energy retrofit interventions 69
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches 66
Experimental response and fiber-reinforced cement composites strengthening of real reinforced concrete columns with poor-quality concrete 66
Creep effects on elastomeric and ball rubber bearings under sustained lateral loads 65
Refinement and Validation of the Simple Lateral Mechanism Analysis (SLaMA) Procedure for RC Frames 65
Seismic retrofit solutions using base isolation for existing RC buildings: economic feasibilty and pay-back time 65
An OpenSees Fiber-based Model for the Blind Prediction of the SlabSTRESS Project 65
Experimental tests on FRP strengthened joints and design procedures 64
Design Procedure for the FRCC Strengthening of Beam-Column Joints 60
Sensitivity of the Cyclic Response Of Substandard Beam-column Joints To Material Properties 60
The role of the infills in the seismic retrofit of existing buildings using base isolation 59
Repair costs of infills and partitions and correlation with earthquake damage for R.C. buildings 59
Numerical simulation of substandard beam-column joints with different failure mechanisms 57
Repair costs of reinforced concrete building components: From actual data analysis to calibrated consequence functions 56
Experimental and analytical investigation on the lateral response of ball rubber bearing isolators 55
Seismic retrofit of beam-column joints: from FRP systems to novel FRCC jacketing 55
Cost and effectiveness of fiber-reinforced polymer solutions for the large-scale mitigation of seismic risk in reinforced concrete buildings 55
Damage evolution for repairability of substandard beam-column joints 53
Pseudo-dynamic tests on full-scale two storeys RC frames with different infill-to-structure connections 51
Full-Scale Tests on Infilled RC Frames With and without a Lightweight Steel Exoskeleton System 48
Fragility functions for fiber-reinforced polymers strengthened reinforced concrete beam-column joints 47
Experimental investigation on innovative lightweight steel exoskeleton for seismic resilience of masonry-infilled reinforced concrete frames 46
Simplified framework for economic convenience of base isolation as seismic retrofit solution for existing RC buildings 39
Seismic performance of infilled RC frames retrofitted with thermal insulation coatings 37
Influence of FRP Fan Anchors on the Tensile Capacity of Quadriaxial Fabrics 19
Seismic strengthening of external beam-column joints with plain bars using minimally invasive FRP layouts 18
Simplified framework for loss-assessment and effectiveness of strengthening interventions 4
The role of FRP spike anchors in enhancing the strength of FRP fabrics 4
Totale 6.900
Salva come PNG Salva come JPEG
Categoria #
all - tutte 20.418
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 20.418
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20216 0 0 0 0 0 0 0 0 0 0 0 6
2021/2022318 3 1 0 4 0 29 6 13 44 5 77 136
2022/2023751 59 44 11 33 55 45 10 58 73 7 32 324
2023/2024359 17 36 33 33 27 32 23 30 13 25 67 23
2024/20251.808 120 127 15 16 122 119 206 129 131 172 507 144
2025/20263.111 291 276 317 234 538 88 340 214 513 179 109 12
Totale 6.900