UniSa - IRIS Institutional Research Information System

FAELLA, Ciro
 Distribuzione geografica
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Continente #
NA - Nord America 14.346
EU - Europa 4.626
AS - Asia 2.965
SA - Sud America 242
AF - Africa 29
Continente sconosciuto - Info sul continente non disponibili 11
OC - Oceania 10
Totale 22.229
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Nazione #
US - Stati Uniti d'America 14.304
IT - Italia 1.507
UA - Ucraina 1.287
CN - Cina 1.140
SG - Singapore 817
RU - Federazione Russa 464
VN - Vietnam 420
DE - Germania 358
IE - Irlanda 325
TR - Turchia 256
FI - Finlandia 244
BR - Brasile 205
SE - Svezia 162
KR - Corea 154
FR - Francia 73
GB - Regno Unito 69
IN - India 54
CA - Canada 33
HK - Hong Kong 28
NL - Olanda 23
IR - Iran 18
BE - Belgio 17
PE - Perù 15
PL - Polonia 14
PT - Portogallo 14
IL - Israele 13
RO - Romania 13
EU - Europa 11
GR - Grecia 11
EG - Egitto 10
PH - Filippine 8
PK - Pakistan 8
TH - Thailandia 8
AR - Argentina 7
CZ - Repubblica Ceca 7
AU - Australia 6
DZ - Algeria 6
ES - Italia 6
LB - Libano 6
BG - Bulgaria 5
CH - Svizzera 5
CO - Colombia 5
JP - Giappone 5
MX - Messico 5
SA - Arabia Saudita 5
UZ - Uzbekistan 5
BD - Bangladesh 4
MA - Marocco 4
NZ - Nuova Zelanda 4
PS - Palestinian Territory 4
UY - Uruguay 4
AT - Austria 3
AZ - Azerbaigian 3
HU - Ungheria 3
ZA - Sudafrica 3
AL - Albania 2
DO - Repubblica Dominicana 2
EC - Ecuador 2
HR - Croazia 2
IQ - Iraq 2
LK - Sri Lanka 2
LU - Lussemburgo 2
MC - Monaco 2
NG - Nigeria 2
PY - Paraguay 2
RS - Serbia 2
AE - Emirati Arabi Uniti 1
AM - Armenia 1
BA - Bosnia-Erzegovina 1
BO - Bolivia 1
CL - Cile 1
DK - Danimarca 1
EE - Estonia 1
IM - Isola di Man 1
KE - Kenya 1
LA - Repubblica Popolare Democratica del Laos 1
MD - Moldavia 1
ML - Mali 1
MY - Malesia 1
NI - Nicaragua 1
NO - Norvegia 1
NP - Nepal 1
PA - Panama 1
SC - Seychelles 1
SN - Senegal 1
Totale 22.229
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Città #
Ann Arbor 4.141
Jacksonville 1.458
Wilmington 1.363
Chandler 1.344
Houston 1.136
Woodbridge 1.017
Princeton 979
Dong Ket 415
Dublin 319
Ashburn 291
Singapore 278
Andover 265
Nanjing 262
Boardman 257
Izmir 240
Beijing 183
Pellezzano 178
Mestre 141
Moscow 129
Salerno 102
Fairfield 94
Dearborn 83
Changsha 81
Düsseldorf 81
Shenyang 79
Hebei 76
Nanchang 76
Jiaxing 64
Rome 60
Tianjin 46
Pune 45
Norwalk 43
Jinan 35
Redwood City 35
Council Bluffs 34
Napoli 33
Dallas 28
New York 28
Bari 27
Los Angeles 26
Cambridge 25
Milan 24
Ottawa 23
Hong Kong 20
San Diego 20
Shanghai 19
Bologna 18
Stella Cilento 18
Edinburgh 17
Guangzhou 17
Seattle 17
Spinea 17
São Paulo 17
Hefei 16
London 16
Brescia 15
Florence 15
Torino 15
Fisciano 14
Indiana 14
Naples 13
Ningbo 13
Orta di Atella 13
Tappahannock 13
Trieste 13
Venice 13
Haikou 12
The Dalles 12
Aiello Del Sabato 11
Southampton 11
Washington 11
Falls Church 10
Fuzhou 10
Palermo 10
Capri 9
Casoria 9
Des Moines 9
Liège 9
Nauplion 9
Padova 9
Porto 9
Santa Clara 9
Dormagen 8
Hangzhou 8
Rasht 8
Zhengzhou 8
Brusciano 7
Caserta 7
Rio de Janeiro 7
Bangkok 6
Beirut 6
Kraków 6
Modena 6
Molfetta 6
Ravenna 6
Spoltore 6
Vicenza 6
Amsterdam 5
Ankara 5
Bursa 5
Totale 16.282
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Nome #
Programmi di calcolo per i micro computer HP 41 C: (Progetto, verifica di sezioni in c.a. alle tensioni ammissibili ed agli stati limite, travi continue, solai), Manuale HP Ing. Strutturale, Vol. I, 1980 288
Programmi di calcolo per i micro computer HP 41 C: (travi di fondazione, muri di sostegno, travi reticolari piane), Manuale HP Ing. Strutturale, Vol. II, 1980; 246
Programmi di calcolo per i microcomputer HP 67 HP 97 (Telai piani, travi reticolari, serbatoi cilindrici, volte di rivoluzione), Manuale HP, Ing. Civ., Vol. III 220
Programmi di calcolo per i microcomputer HP 67 HP 97 (telai-travi rovesce, muri di sostegno, sezioni in c.a.p.), Manuale HP 192
Fracture behavior of concrete beams reinforced with mixed long/short steel fibers 173
Composite materials for masonry structures: the adhesion issue 166
An overview of the current code provisions on the seismic response of acceleration-sensitive non-structural components in buildings 155
Calculo de porticos ortogonales con deplazamientos, hasta 110 nodos, , SOFT Biblioteca de programas, Madrid 1981;Faella C., De Martino A., TELGRA – Programma su HP 85/86/87 per il calcolo di telai piani a maglie rettangolari con progetto, verifica e grafica armatura, 1981; 154
STR-S – Programma di calcolo su HP 85/86/87 per l’analisi elastica di strutture intelaiate piane con aste generiche: travi pendoli, travi su mezzo elastico, 1981; 153
SISM-S – Programma di calcolo su HP 85/86/87 per la ripartizione delle azioni sismiche tra elementi irrigidenti generici: telai piani, pareti, nuclei torsiorigidi etc. 153
Programas de estructuras, SOFT Biblioteca de programas, Madrid 1981; 150
GRAT-S – Programma di calcolo su HP 85/86/87 per l’analisi elastica grigliati piani su mezzo elastico, 1981; 147
Sul comportamento meccanico di calcestruzzi con aggregati riciclati e ceneri volanti 146
Adhesion between composite materials and masonry structures: from experimental investigation to numerical modeling 145
The influence of the initial moisture conditions of coarse aggregates on the properties of RAC 143
A novel hysteretic device for seismic energy dissipation: experimental tests and analysis 142
Programmi di calcolo per i microcomputer HP 67 HP 97 (Calcolo agli stati limite di sezioni in c.a., stato limite di fessurazione, stato limite di deformazione), Manuale HP, Ing. Civ., Vol. IV 141
Steel bracing configurations for seismic retrofitting of a reinforced concrete frame 140
Si STOP – Programma su HP 86/B e 9816 per il calcolo di strutture spaziali multipiano con irrigidimenti trasversali generici, progetto armature ed applicazioni grafiche (modello pseudo tridimensionale), 1983; 139
Beam-column joints strengthened with FRP systems 129
A zero-thickness interface model for simulating the bond behavior of FRP strips glued on concrete 127
Structural concrete made with recycled aggregates: Hydration process and compressive strength models 127
Composite materials as part of an optimal strategy for seismic retrofitting of RC frames 127
Experimental tests and theoretical models on tuff masonry bricks and columns confined with C-FRP sheets 123
Design by testing procedure for intermediate debonding in EBR FRP strengthened RC beams 119
Bond Behaviour of FRP Strips Glued on Masonry: Experimental Investigation and Empirical Formulation 118
Shear Connection Nonlinearity and Deflections of Steel-Concrete Composite Beams: a Simplified Method 117
Experimental tests on the cyclic response of common steelwork hysteretic devices 117
Cyclic Behaviour of RC Columns Confined with Steel Reinforced Polymer Wraps 115
Behaviour and strengthening of RC beam-column joints: experimental program and first results of the research activity in the framework of DPC-Reluis project (Research Line 2) 114
STRENGTH AND DURABILITY OF SUSTAINABLE CONCRETE: AN EXPERIMENTAL STUDY 114
Structural Steel Semirigid Connections: Theory, Design, and Software 113
Argomenti di Teoria e Tecnica delle Costruzioni 111
Direct versus indirect identification of FRP-to-concrete interface relationships 110
On the cyclic response of two common steelwork members conceived as hysteretic devices for steel bracings 110
A rational Strategy for Seismic Retrofitting of RC Existing Buildings 109
A simplified approach for evaluating seismic-induced actions on non-structural components in buildings 109
Experimental investigation on the behavior of composite laminates bonded on masonry 108
Influenza dell’effetto Bauschinger sul comportamento di aste metalliche sotto cicli di elongazioni 108
Cost-competitive Steel Devices for Seismic Retrofitting of RC Frames: Model Identification and Nonlinear Analysis 108
Inelastic displacement demand on structures under seismic actions: the role of the actual hysteretic capacity 107
A fully-analytical approach for modelling the response of FRP plates bonded to a brittle substrate 107
Advanced Inelastic Analysis: Numerical Results and Design Guidelines for Rigid and Semi-Rigid Sway Frames 107
“Analisi del rischio sismico del territorio della Provincia di Salerno” 105
Effects of partial shear interaction, cracking and joint flexibility on the behaviour of composite frames 105
Experimental investigation on masonry walls strengthened by CFRP subjected to cyclic shear-compression tests 105
Rational retrofitting of existing rc frames combining member- and structure-level techniques 104
Mechanical and durability performance of sustainable structural concretes: An experimental study 104
Aderenza tra calcestruzzo e Lamine di FRP utilizzate come placcaggio di elementi inflessi. Parte I: Risultati sperimentali 102
Masonry columns confined by composite materials: Design formulae 102
Capacity models for shear strength of exterior joints in RC frames: state-of-the-art and synoptic examination 102
Physical properties and mechanical behaviour of concrete made with recycled aggregates and fly ash 102
Rational Procedures for Seismic Assessment and Retrofitting of RC Existing Structures 101
Aderenza tra calcestruzzo e Lamine di FRP utilizzate come placcaggio di elementi inflessi. Parte II: modelli teorici ed elaborazioni numeriche 101
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 101
Shear strength of Tuff-Masonry Walls Retrofitted with CFRCM 101
Interface behaviour in FRP plates bonded to concrete: experimental tests and theoretical analyses 99
A new Timoshenko-based Analytical Model for Steel-Concrete Composite Beams in Partial Interaction 99
Experimental Tests on an Innovative Technique to improve Shear Strength of Tuff-Masonry Walls, 99
Structural Steel Semirigid Connections 98
Steel-concrete composite beams in partial interaction:parametric comparison of different analytical models 98
Seismic Upgrade of Exterior RC Beam-to-Column Joints with CFRP Jacketing: Experimental Investigation 97
On the Assessment of the seismic performance of Reinforced Concrete existing Buildings 96
Indirect identification method of bilinear interface lawsfor FRP bonded on a concrete substrate 96
Experimental tests on masonry walls strengthened with an innovative C-FRP sheet 95
Seismic analysis of RC framed structures retrofitted with steel braces 95
Ultimate Behaviour of Bolted T-Stubs, I: Theoretical Model 94
Formulation and Validation of a Theoretical Model for Intermediate Debonding in FRP Strengthened RC Beams 94
Comparative Application of Capacity Models for Seismic Vulnerability Evaluation of Existing RC Structures 94
Masonry columns confined by composite materials: Experimental investigation 94
Alcune considerazioni sui metodi non distruttivi per la determinazione delle proprietà meccaniche del calcestruzzo 93
Non linear analysis of steel-concrete composite beams: a finite element model 93
Inelastic demand spectra for nonlinear static analysis considering the actual dissipative capacity of structures 93
Sulla previsione delle proprietà meccaniche di calcestruzzi con aggregati riciclati 93
Cement Replacement: Experimental Results for Concrete with Recycled Aggregates and Fly-Ash 93
Adhesion of advanced composites on masonry: Experimental study and numerical analysis 93
Technical code on the structural design and repairing in urban areas with high debris flow risk 92
Performance of axially loaded concrete cylinders confined with SFRP materials 92
Debonding failure in FRP-strengthened beams: a model based approach 91
Shear-Flexible Steel-Concrete Composite beams in Partial Interaction: closed-form “exact” expression of the Stiffness Matrix 91
Sulla valutazione del comportamento sismico di edifici esistenti in c.a. secondo le recenti normative 91
Cyclic shear-compression tests on masonry walls strengthened with alternative configurations of CFRP strips 91
Capacity models for shear strength of exterior joints in RC frames: experimental assessment and recalibration 90
Effectiveness analysis of a semiactive base isolation strategy using information from an early-warning network 90
Local Buckling of Aluminium Members: Testing and Classification 89
Validazione sperimentale di modelli teorici per il confinamento di colonne murare con materiali compositi 89
Shear Strength of Masonry Walls Reinforced by Composites: Comparison among Existing Formulations 89
Modellazione delle Superfici di Resistenza di Sezioni Rettangolari in Cemento Armato Sollecitate a Flessione Composta Deviata 89
Seismic response of non-structural components in buildings: available code provisions and a simplified analysis method 89
The influence of the load condition on the intermediate debonding failure of EBR-FRP RC beams 89
Confinamento del calcestruzzo mediante impiego di tessuti in fibra d’acciaio 89
Dynamic impact of the debris flows on the constructions during the hydrogeological disaster in Campania -1998: Failure mechanical models and evaluation of the impact velocity 88
Pilastri in c.a. confinati con FRP: risultati sperimentali 88
Innovative Strategies for Structural Protection of Built Heritage - PRIN 2005 88
Definizione e Valutazione Parametrica di Misure di Vulnerabilità Sismica per Edifici Esistenti in Cemento Armato 87
Strengthening of RC beam-column joints with SRP/SRG systems 87
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 87
Analisi della sismicità storica del territorio della Provincia di Salerno 86
Inflessione di travi composte acciaio-calcestruzzo con connessione deformabile: proposta di una formulazione semplificata 86
Local Buckling of Aluminium Channels under Uniform Compression: Experimental Analysis 86
Totale 11.322
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Categoria #
all - tutte 69.523
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 69.523
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020369 0 0 0 0 0 0 0 0 0 0 347 22
2020/20212.321 35 234 251 15 304 83 292 20 343 18 270 456
2021/20221.856 5 6 7 31 62 69 20 92 296 259 212 797
2022/20233.146 308 202 78 420 405 667 16 333 458 12 167 80
2023/20241.073 125 210 71 43 64 96 57 39 16 88 50 214
2024/20252.156 183 98 84 119 167 329 345 342 366 94 29 0
Totale 22.633