CHISARI, Corrado
 Distribuzione geografica
Continente #
EU - Europa 3.908
NA - Nord America 1.710
AS - Asia 1.705
SA - Sud America 400
Continente sconosciuto - Info sul continente non disponibili 112
AF - Africa 44
OC - Oceania 2
Totale 7.881
Nazione #
RU - Federazione Russa 2.621
US - Stati Uniti d'America 1.650
SG - Singapore 606
IE - Irlanda 442
IT - Italia 401
CN - Cina 367
BR - Brasile 331
HK - Hong Kong 235
VN - Vietnam 170
GB - Regno Unito 162
KR - Corea 132
GR - Grecia 49
DE - Germania 47
IN - India 47
UA - Ucraina 47
CA - Canada 33
FR - Francia 33
BD - Bangladesh 26
AR - Argentina 25
ID - Indonesia 24
EC - Ecuador 18
JP - Giappone 17
TR - Turchia 16
AT - Austria 15
IR - Iran 15
ES - Italia 14
NL - Olanda 13
MX - Messico 12
IQ - Iraq 11
ZA - Sudafrica 10
DZ - Algeria 8
PT - Portogallo 7
SE - Svezia 7
UZ - Uzbekistan 7
EG - Egitto 6
LT - Lituania 6
MA - Marocco 6
PL - Polonia 6
PY - Paraguay 6
BE - Belgio 5
PK - Pakistan 5
TN - Tunisia 5
VE - Venezuela 5
AL - Albania 4
CO - Colombia 4
FI - Finlandia 4
HU - Ungheria 4
MY - Malesia 4
PS - Palestinian Territory 4
AE - Emirati Arabi Uniti 3
CH - Svizzera 3
CL - Cile 3
GT - Guatemala 3
HN - Honduras 3
PE - Perù 3
SM - San Marino 3
UY - Uruguay 3
BA - Bosnia-Erzegovina 2
BO - Bolivia 2
BY - Bielorussia 2
CZ - Repubblica Ceca 2
JM - Giamaica 2
NI - Nicaragua 2
OM - Oman 2
RO - Romania 2
SA - Arabia Saudita 2
SK - Slovacchia (Repubblica Slovacca) 2
SN - Senegal 2
TW - Taiwan 2
UG - Uganda 2
AO - Angola 1
AU - Australia 1
AZ - Azerbaigian 1
BB - Barbados 1
BG - Bulgaria 1
BZ - Belize 1
CI - Costa d'Avorio 1
CY - Cipro 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
GE - Georgia 1
IL - Israele 1
JO - Giordania 1
KE - Kenya 1
KG - Kirghizistan 1
KZ - Kazakistan 1
LB - Libano 1
LK - Sri Lanka 1
LU - Lussemburgo 1
MD - Moldavia 1
NZ - Nuova Zelanda 1
RS - Serbia 1
SI - Slovenia 1
SV - El Salvador 1
TG - Togo 1
TH - Thailandia 1
TT - Trinidad e Tobago 1
Totale 7.769
Città #
Moscow 956
Dublin 440
San Jose 404
Santa Clara 307
Singapore 285
Hong Kong 233
Seoul 131
Council Bluffs 98
Jacksonville 86
Ashburn 83
Ho Chi Minh City 69
Hefei 56
Princeton 54
Roxbury 54
Beijing 49
Naples 42
Los Angeles 38
Hanoi 37
Cambridge 34
The Dalles 33
Dallas 29
São Paulo 28
Rome 26
Des Moines 25
Bengaluru 24
San Leucio 24
Bremen 23
New York 23
Medford 22
Ann Arbor 17
London 17
Trieste 17
Houston 16
Belo Horizonte 12
Milan 12
Rio de Janeiro 11
Toronto 11
Shanghai 10
Vienna 10
Wilmington 10
Afragola 9
Atlanta 9
Haiphong 9
Pagani 9
Chicago 8
Frankfurt am Main 8
Ruislip 8
Tianjin 8
Aversa 7
Changsha 7
Curitiba 7
Da Nang 7
Jakarta 7
Çankaya 7
Boardman 6
Brasília 6
Chandler 6
Durham 6
Hillsboro 6
Johannesburg 6
Montreal 6
Nuremberg 6
Offanengo 6
Tashkent 6
Tokyo 6
Baghdad 5
Bologna 5
Castellano 5
Catania 5
Cormòns 5
Guayaquil 5
Hangzhou 5
Mexico City 5
Mumbai 5
Nocera Superiore 5
Norwalk 5
Padova 5
Padua 5
Seattle 5
Biên Hòa 4
Bắc Ninh 4
Campinas 4
Caxias do Sul 4
Duque de Caxias 4
Erbil 4
Falkenstein 4
Fortaleza 4
Genoa 4
Goiânia 4
Gravataí 4
Guangzhou 4
Guimarães 4
Kuala Lumpur 4
Manchester 4
Mauá 4
Orem 4
Oxford 4
Paternò 4
Pomigliano d'Arco 4
Redwood City 4
Totale 4.186
Nome #
Progetto ottimale di ponti in struttura mista acciaio-calcestruzzo dotati di travi ad altezza variabile 197
A plastic-damage orthotropic 3D model for nonlinear analysis of masonry structures under earthquake loading 143
Structural Features of San Leucio Historical Site in Caserta, Italy 132
A mechanics-based model for simplified seismic vulnerability assessment of masonry bell towers 128
An image vectorization procedure for microscale analysis of masonry elements 125
STRUCTURAL FEATURES OF ST. MICHELE ARCANGELO CATHEDRAL IN CASERTAVECCHIA, ITALY: A PRELIMINARY INVESTIGATION 123
An experimental-numerical procedure for the identification of mesoscale material properties for brick-masonry 122
Dynamic monitoring of an existing reinforced concrete building in naples port area 120
La manutenzione sostenibile per le strutture in calcestruzzo armato - Sustainable Maintenance for RC Structures 118
Analysis of the stress and deformation states in the vertical flat-jack test 118
Seismic vulnerability assessment for masonry churches: An overview on existing methodologies 117
Effect of the backfill material in the seismic response of multi-span masonry arch bridges under seismic loading 116
Comparative analysis on macroscale material models for the prediction of masonry in-plane behavior 114
Comparative analysis of cyclic models for steel beams 113
STRUCTURAL ASSESSMENT OF DAMAGED MASONRY ARCH BRIDGES: A PARAMETRIC STUDY BASED ON LIMIT ANALYSIS 112
Automatic calibration of hysteretic models through multiple responses 112
An anisotropic plastic‐damage model for 3D nonlinear simulation of masonry structures 111
Dynamic model identification of the medieval bell tower of Casertavecchia (Italy) 110
Effects of pre-existing damage on vertical load-bearing capacity of masonry arch bridges 110
Prediction of seismic response of moment resistant steel frames using different hysteretic models for dissipative zones 110
Identification of seismic damage in masonry structures by two-step SSI and parametric inverse analysis 110
Dynamical features and FE modelling of a multi-span historical masonry arch bridge 109
An Ultrasound Technique for the Characterization of the Acoustic Emission of Reinforced Concrete Beam 109
Parametric investigation on the effectiveness of frm-retrofitting in masonry buttressed arches 108
Large-Scale Analysis of Masonry Bell Towers in Naples 108
Acoustic Emissions analysis of a four-point bending test on a Reinforced Concrete beam 107
A hybrid macro-modelling strategy with multi-objective calibration for accurate simulation of multi-ring masonry arches and bridges 107
Correction to: TOSCA: a Tool for Optimisation in Structural and Civil engineering Analyses (International Journal of Advanced Structural Engineering, (2018), 10, 4, (401-419), 10.1007/s40091-018-0205-1) 105
An inverse analysis procedure for material parameter identification of mortar joints in unreinforced masonry 105
Calibration of brick-masonry material parameters through Inverse Analysis and Proper Orthogonal Decomposition 105
Impact of soil-structure interaction on the effectiveness of Tuned Mass Dampers 105
Application of a translational tuned mass damper designed by means of genetic algorithms on a multistory cross-laminated timber building 104
Structural Assessment of Historical Timber Roof Trusses: The Case of the Croce di Lucca Church in Naples 104
Seismic response of curved structures in historical masonry churches 103
Comparison of hysteretic models for steel beams calibrated by means of multi-objective optimisation 101
An experimental, numerical and analytical study of hybrid RC-encased steel joist beams subjected to shear 101
An image vectorisation procedure for microscale analysis of masonry elements 100
Identification of Brick-Masonry Material Properties Through Inverse Analysis and Genetic Algorithms 99
Simplified Vulnerability Model for Masonry Bell Towers Based on Digital Elevation Model Data 97
Diaphragm effect of unreinforced historical masonry vaults 96
Progetto di ponti in curva in struttura composta acciaio-calcestruzzo 95
Progettazione ottimale di controventi dotati di dissipatori viscosi non lineari mediante l’uso di algoritmi genetici 95
Simplified Vulnerability Assessment of Masonry Bell Towers 94
Numerical assessment of the influence of different joint hysteretic models over the seismic behaviour of Moment Resisting Steel Frames 93
Identification of mesoscale model parameters for brick-masonry 92
Optimal design of tuned mass dampers for a multi-storey cross laminated timber building against seismic loads 91
Effect of soil-structure interaction on seismic performance of Tuned Mass Dampers 91
Seismic vulnerability assessment of ten bell towers in Naples 90
Macroscale model calibration for seismic assessment of brick/block masonry structures 90
A robust and efficient damage material model for nonlinear analysis of masonry structures 89
Pushdown Tests on Masonry Infilled Frames for Assessment of Building Robustness 89
Critical issues in parameter calibration of cyclic models for steel members 89
Nonlinear Dynamic Mesoscale Analysis of Masonry Buildings Subjected to Earthquake Loading 89
Optimal sensor placement for structural parameter identification 86
Reliable calibration of cyclic models for steel members 84
Optimal design of nonlinear viscous dampers for frame structures 84
Multi-objective optimization of FRP jackets for improving the seismic response of reinforced concrete frames 83
Experimental-numerical strategies for the calibration of detailed masonry models 83
Multiscale model calibration by inverse analysis for nonlinear simulation of masonry structures under earthquake loading 83
Operational Modal Analysis and Structural Identification of a Masonry Arch Bridge 82
Dynamic and static identification of base-isolated bridges using Genetic Algorithms 82
Tolerance-based Pareto optimality for structural identification accounting for uncertainty 80
Nonlinear analysis procedures for safety assessment of existing RC bridges under traffic loads 78
Optimal design of tapered steel-concrete composite bridges / Analisi e ottimizzazione di ponti in struttura mista acciaio-calcestruzzo con travi di altezza variabile 78
Optimal design of FRP retrofitting for seismic resistant RC frames 77
Indagini Preliminari sul Comportamento a Taglio delle Travi PREM 76
Nonlinear simulation of masonry vaults under earthquake loading 76
Numerical simulation of acoustic emission activity in reinforced concrete structures by means of finite element modelling at the macroscale 75
Rational Selection of Experimental Data for Inverse Structural Problems 75
TOSCA: a Tool for Optimisation in Structural and Civil engineering Analyses 74
Performance-based design of FRP retrofitting of existing RC frames by means of multi-objective optimisation 74
Sensitivity analysis and calibration of phenomenological models for seismic analyses 73
Influence of joint modelling on the seismic responce of moment resistant steel frames 72
Ottimizzazione di ponti in struttura composta acciaio-calcestruzzo mediante l’uso di algoritmi genetici 72
Influence of uncertain mechanical parameters on the load-bearing capacity of multi-span masonry arch bridges: a numerical study 70
Structural Modelling of a 18th-century Neapolitan Staircase 70
Mesoscale Modeling of a Masonry Building Subjected to Earthquake Loading 69
Experimental and numerical study on retrofitting of historical masonry vaults by means of fibre-reinforced mortar 66
Operational Modal Analysis and Safety Assessment of a Historical Masonry Bell Tower 57
World Heritage Historic Construction as Narratives of Climate Change: from historical to structural analyses 44
Testing and modelling a full-scale historic masonry vault under seismic loads 30
Analytical-empirical relationships for the estimation of flexural frequencies in reinforced concrete bridge decks 29
Seismic behaviour of masonry cross vaults in Medieval churches 28
Simplified Seismic Vulnerability Assessment of Representative Buildings in the Historic Center of Casertavecchia 21
MULTILEVEL SEISMIC VULNERABILITY ASSESSMENT OF AN ITALIAN MEDIEVAL BELL TOWER 17
Mesoscale and macroscale modelling for nonlinear analysis of masonry wall structures under cyclic loading 12
Totale 7.881
Categoria #
all - tutte 28.701
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 28.701


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022314 0 3 8 4 99 6 7 26 8 1 32 120
2022/2023465 58 1 12 4 26 17 1 1 332 3 8 2
2023/2024414 11 12 46 18 142 19 23 6 8 7 33 89
2024/20251.208 7 82 7 50 198 175 98 114 109 200 76 92
2025/20264.829 150 218 298 327 309 2.436 200 345 318 141 52 35
2026/2027219 70 149 0 0 0 0 0 0 0 0 0 0
Totale 7.881