CAVALERI, Liborio
 Distribuzione geografica
Continente #
NA - Nord America 8.500
EU - Europa 2.966
AS - Asia 1.556
AF - Africa 62
SA - Sud America 43
OC - Oceania 21
Continente sconosciuto - Info sul continente non disponibili 9
Totale 13.157
Nazione #
US - Stati Uniti d'America 8.486
IT - Italia 1.213
CN - Cina 772
SG - Singapore 445
IE - Irlanda 318
UA - Ucraina 311
FI - Finlandia 287
DE - Germania 169
GB - Regno Unito 164
RU - Federazione Russa 102
FR - Francia 87
SE - Svezia 74
RO - Romania 56
IR - Iran 48
HK - Hong Kong 47
IN - India 46
TR - Turchia 44
BE - Belgio 37
KR - Corea 28
CI - Costa d'Avorio 22
AU - Australia 20
GR - Grecia 19
MT - Malta 18
PK - Pakistan 18
NL - Olanda 17
PL - Polonia 16
BR - Brasile 14
DZ - Algeria 13
ES - Italia 13
PE - Perù 13
CH - Svizzera 12
NP - Nepal 12
ID - Indonesia 11
CA - Canada 10
IQ - Iraq 10
VN - Vietnam 10
AT - Austria 9
MY - Malesia 9
PH - Filippine 9
EG - Egitto 8
CL - Cile 7
JP - Giappone 7
EU - Europa 6
LB - Libano 6
ZA - Sudafrica 6
BG - Bulgaria 5
PT - Portogallo 5
AL - Albania 4
DK - Danimarca 4
EC - Ecuador 4
SA - Arabia Saudita 4
TW - Taiwan 4
UZ - Uzbekistan 4
AE - Emirati Arabi Uniti 3
CO - Colombia 3
CY - Cipro 3
CZ - Repubblica Ceca 3
EE - Estonia 3
HR - Croazia 3
JO - Giordania 3
LT - Lituania 3
LU - Lussemburgo 3
MX - Messico 3
NO - Norvegia 3
RS - Serbia 3
TH - Thailandia 3
A1 - Anonimo 2
AR - Argentina 2
BA - Bosnia-Erzegovina 2
BD - Bangladesh 2
CD - Congo 2
CM - Camerun 2
ET - Etiopia 2
IL - Israele 2
KZ - Kazakistan 2
MA - Marocco 2
MD - Moldavia 2
NG - Nigeria 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
BH - Bahrain 1
BN - Brunei Darussalam 1
GH - Ghana 1
IS - Islanda 1
KE - Kenya 1
MG - Madagascar 1
MO - Macao, regione amministrativa speciale della Cina 1
NZ - Nuova Zelanda 1
PR - Porto Rico 1
Totale 13.157
Città #
Fairfield 1.239
Ashburn 794
Chandler 683
Woodbridge 605
Seattle 551
Wilmington 511
Houston 455
Cambridge 413
Singapore 364
Ann Arbor 341
Dublin 315
Medford 269
Palermo 181
Des Moines 166
Princeton 163
Jacksonville 160
Nanjing 142
Altamura 128
Boardman 100
Lawrence 98
Beijing 85
Santa Clara 82
Dearborn 81
Atlanta 79
Tulsa 72
San Diego 62
Redwood City 57
Jinan 55
Shenyang 54
New York 51
Rome 51
Hebei 46
Ludwigshafen am Rhein 44
Milan 42
Changsha 39
Tianjin 39
London 38
Jiaxing 37
Nanchang 37
Brussels 33
Central 32
Zhengzhou 31
Saint Petersburg 23
Abidjan 22
San Paolo di Civitate 22
Ningbo 20
Seongnam 20
Columbus 19
Guangzhou 19
Haikou 19
Garches 18
Tappahannock 18
Taizhou 17
Regensburg 16
Bologna 15
Napoli 15
Hangzhou 14
Verona 14
Orange 13
Padova 13
Torino 13
Dallas 12
Piscataway 12
Los Angeles 11
Redmond 11
Salerno 11
Shanghai 11
Turin 11
Hanoi 10
Kilburn 10
Taiyuan 10
Indiana 9
Washington 9
Algiers 8
Falls Church 8
Hefei 8
Helsinki 8
Istanbul 8
Jawalakhel 8
Auburn Hills 7
Catania 7
Fuzhou 7
Gzira 7
Islamabad 7
Mumbai 7
Athens 6
Baghdad 6
Bari 6
Florence 6
Izmir 6
Kunming 6
Lanzhou 6
Lappeenranta 6
Moscow 6
Parma 6
Pune 6
Sciara 6
Sydney 6
Chennai 5
Chicago 5
Totale 9.460
Nome #
Stress-strain models for normal and high strength confined concrete: Test and comparison of literature models reliability in reproducing experimental results 222
Infilled frames: Developments in the evaluation of cyclic behaviour under lateral loads 182
Prediction of the fundamental period of infilled rc frame structures using artificial neural networks 182
Equivalent Non-Linearization of Hysteretic Systems by Means of RPS 169
The use of pumice lightweight concrete for masonry applications 160
Flexural behaviour of external R/C steel fibre reinforced beam-column joints 160
Artificial Ground Motions and Nonlinear Response of RC Structures 157
A macro-modelling approach for the analysis of infilled frame structures considering the effects of openings and vertical loads 151
Cyclic response of masonry infilled RC frames: Experimental results and simplified modeling 148
Stochastic vulnerability assessment of masonry structures: Concepts, modeling and restoration aspects 140
Analysis-oriented stress–strain model of CRFP-confined circular concrete columns with applied preload 139
Biaxial deformation and ductility domains for engineered rectangular RC cross-sections: A parametric study highlighting the positive roles of axial load, geometry and materials 138
Analytical Prediction of the Flexural Response of External RC Joints with Smooth Rebars 138
A Strategy for the Prediction of the Response of Hysteretic Systems: A Base for Capacity Assessment of Buildings under Seismic Load 137
Definition of diagonal Poisson's ratio and elastic modulus for infill masonry walls 130
Identification of stiffness,dissipation and input parameters of randomly excited non-linear systems: Capability of restricted potential models (RPM) 129
Shear and flexural strength prediction of corroded R.C. beams 129
Hand verification for flexural strength of existing R.C. floors subject to degradation phenomena 128
Infilled frames: Developments in the evaluation of the stiffening effect of infills 128
Moment-Axial Domain of Corroded R.C. Columns 127
Experimental determination of viscous damper parameters in low velocity ranges 125
Influenza dei Fenomeni Attritivi nella Risposta Strutturale di Colonne in c.a. Rinforzate con Incamiciatura in Acciaio: Confronto numerico-sperimentale e Predizione Analitica della Capacità 124
Quarry limestone dust as fine aggregate for concrete 124
Experimental and analytical response of masonry elements under eccentric vertical loads 122
La Stima dei Moduli Elastici delle Murature Secondo le Norme Tecniche: il Confronto con la Sperimentazione 121
A new dynamic identification technique: Application to the evaluation of the equivalent strut for infilled frames 121
Identification of stiffness, dissipation and input parameters of multi degree of freedom civil systems under unmeasured base excitations 120
Prediction of the out-of-plane response of infilled frames under seismic loads by a new fiber-section macro-model 120
Prediction of the additional shear action on frame members due to infills 118
Advanced Strategies and Materials for Reinforcing Normal and Disturbed Regions in Brick Masonry Columns 118
FULL SCALE TESTS OF THE BASE-ISOLATION SYSTEM FOR AN EMERGENCY HOSPITAL 118
Compressive response of substandard steel-jacketed RC columns strengthened under sustained service loads: From the local to the global behavior 116
Masonry infills and RC frames interaction: Literature overview and state of the art of macromodeling approach 114
A strategy for the finite element modeling of FRP-confined concrete columns subjected to preload 114
Modeling of out-of-plane behavior of masonry walls 113
Pumice concrete for structural wall panels 113
Efficiency of stress-strain models of confined concrete with and without steel jacketing to reproduce experimental results 111
An output-only stochastic parametric approach for the identification of linear and nonlinear structures under random base excitations: Advances and comparisons 111
Moment-axial force domain of corroded R.C. columns 111
Frictional effects in structural behavior of no-end-connected steel-jacketed RC columns: Experimental results and new approaches to model numerical and analytical response 110
A new hybrid procedure for the definition of seismic vulnerability in Mediterranean cross-border urban areas 108
Influence of column shear failure on pushover based assessment of masonry infilled reinforced concrete framed structures: A case study 108
Brick masonry columns externally wrapped with steel wires under concentric and eccentric loads 107
Flexural behavior of external beam-column reinforced concrete assemblages externally strengthened with steel cages 105
Use of FRP fabrics and stainless steel grids for strengthening brick masonry columns 105
Practical Calculation Models for Column Footing and Comparison with Experimental Data 105
Structural performances of pultruded GFRP emergency structures – Part 2: Full-scale experimental testing 105
Numerical modelling of out-of-plane response of infilled frames: State of the art and future challenges for the equivalent strut macromodels 104
Residual out-of-plane capacity of infills damaged by in-plane cyclic loads 104
Strength and ductility of confined concrete columns under axial load and biaxial bending 104
A method for identification of stiffness, dissipation and input parameters of randomly excited non-linear systems 103
Comportamento a taglio di muri in laterizio: confronto tra risposta sperimentale e modelli di previsione suggeriti dalle norme tecniche 103
Flexural response of external R.C. beam-column joints externally strengthened with steel cages 103
Krill herd algorithm-based neural network in structural seismic reliability evaluation 103
Definition of seismic vulnerability maps for civil protection systems: The case of lampedusa Island 102
Agrigento Cathedral: Experimental Campaign and Study of Damage Evolution Addressed to the Assessment of the Collapse Risk 101
Macroelement Model for In-Plane and Out-of-Plane Responses of Masonry Infills in Frame Structures 98
Evaluation of infilled frames: an updated in-plane-stiffness macro-model considering the effects of vertical loads 97
Masonry compressive strength prediction using artificial neural networks 97
Comportamento meccanico di muri soggetti a compressione diagonale:dalla sperimentazione alle norme tecniche 96
Un metodo per il progetto di massima di dissipatori isteretici e viscosi e applicazione a casi concreti 95
Stainless steel grids for confinement of clay brick masonry columns 94
Flexural behavior of hybrid glass beams with rectangular cross-sections 94
Seismic Performance of Masonry Infilled RC Structures via N2 Pushover Assessment Procedures: Outcomes under Different Modeling Hypotheses of a Case Study 93
Response spectrum analysis of frame structures: reliability-based comparison between complete quadratic combination and damping-adjusted combination 93
A SOLUTION FOR QUARRY LIMESTONE DUST RECYCLING 93
Vibration Tests and Structural Identification of the Bell Tower of Palermo Cathedral 93
An Updated Model of Equivalent Diagonal Strut for Infill Panels 92
Risposta sismica di pannelli in muratura armata con blocchi di inerti leggeri 90
Fundamental period of infilled reinforced concrete frame structures 90
Assessment of the load carrying capacity of reinforced concrete columns strengthened by steel cages Specificità nella valutazione della capacità portante di colonne in calcestruzzo armato rinforzate con incamiciatura in acciaio 90
Parameters affecting the fundamental period of infilled RC frame structures 89
Solutions for the design and increasing of efficiency of viscous dampers 88
On the improvement of monumental structure safety: a case study 86
Definition of a fiber macro-model for nonlinear analysis of infilled frames 86
Structural performances of pultruded GFRP emergency structures – Part 1: Experimental characterization of materials and substructure 85
Caratterizzazione meccanica di alcune tipologie di tamponamento 83
Comportamento flessionale di nodi esterni in calcestruzzo fibrorinforzato 83
Attendibilità dei modelli per la valutazione dei moduli elastici delle murature suggeriti dalle norme tecniche 81
On the Fundamental Period of Infilled RC Buildings 81
Calibrazione Sperimentale di un Modello Ciclico per Tamponamenti 80
I solai latero-cementizi ed il metodo semiprobabilistico agli stati limite 80
Strutture intelaiate e tamponate in c.a.: sperimentazione e sviluppi nella modellazione analitica e numerica 80
Analysis of local shear effects in brick masonry infilled RC frames 79
Experimental and analytical out-of-plane behaviour of calcarenite masonry walls 78
Some properties of multi-degree-of-freedom potential systems and application to statistical equivalent non-linearization 78
Modelling steel jacketed RC columns: Remarks by experimental-numerical comparisons 78
Prediction of surface treatment effects on the tribological performance of tool steels using artificial neural networks 78
Structural assessment of a reinforced concrete water tower 78
Shear and flexural strength of corroded R.C. beams 77
Incremental dynamic based fragility assessment of reinforced concrete structures: Stationary vs. non-stationary artificial ground motions 77
Infilled frames: Influence of vertical load on the equivalent diagonal strut model 77
Masonry structures subjected to tsunami loads: Modeling issues and application to a case study 77
Nonlinear Response of RC Structures: Statistical Effects of Artificial Ground Motions 76
Interventi di miglioramento e adeguamento sismico di edifici in c.a. dell’Azienda Ospedaliera Universitaria Policlinico “Paolo Giaccone” di Palermo 72
Experimental investigation on mansory panels manufactured with pumice lightweight concrete 72
Le strutture portanti di copertura - The roof support structures 71
La pomice per il confezionamento di calcestruzzi leggeri strutturali 71
Effect of vertical loads on lateral response of infilled frames 70
Caratterizzazione meccanica di pannelli di tamponamento per la identificazione di puntoni equivalenti nell’analisi di strutture intelaiate 70
Totale 10.694
Categoria #
all - tutte 56.821
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 56.821


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20202.579 0 0 0 0 310 586 425 264 368 182 336 108
2020/20211.879 101 158 168 245 158 112 159 135 176 147 150 170
2021/20221.779 70 313 138 117 48 109 54 92 227 191 76 344
2022/20232.268 255 445 61 181 262 302 142 182 236 21 81 100
2023/20241.081 60 147 46 139 118 136 142 64 27 19 24 159
2024/2025843 92 232 232 214 73 0 0 0 0 0 0 0
Totale 14.154