UniSa - IRIS Institutional Research Information System

FAELLA, Ciro
 Distribuzione geografica
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Continente #
NA - Nord America 14.544
EU - Europa 4.752
AS - Asia 3.102
SA - Sud America 316
AF - Africa 37
Continente sconosciuto - Info sul continente non disponibili 11
OC - Oceania 10
Totale 22.772
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Nazione #
US - Stati Uniti d'America 14.487
IT - Italia 1.525
UA - Ucraina 1.288
CN - Cina 1.149
SG - Singapore 849
RU - Federazione Russa 464
VN - Vietnam 420
DE - Germania 409
IE - Irlanda 325
BR - Brasile 275
FI - Finlandia 267
TR - Turchia 258
SE - Svezia 165
KR - Corea 160
HK - Hong Kong 94
GB - Regno Unito 81
FR - Francia 76
IN - India 61
CA - Canada 44
NL - Olanda 27
PL - Polonia 21
IR - Iran 18
BE - Belgio 17
PE - Perù 15
PT - Portogallo 14
IL - Israele 13
RO - Romania 13
EU - Europa 11
GR - Grecia 11
CZ - Repubblica Ceca 10
EG - Egitto 10
ZA - Sudafrica 10
AR - Argentina 9
BD - Bangladesh 8
JP - Giappone 8
MX - Messico 8
PH - Filippine 8
PK - Pakistan 8
TH - Thailandia 8
UZ - Uzbekistan 7
AU - Australia 6
DZ - Algeria 6
ES - Italia 6
LB - Libano 6
BG - Bulgaria 5
CH - Svizzera 5
CO - Colombia 5
MA - Marocco 5
SA - Arabia Saudita 5
NZ - Nuova Zelanda 4
PS - Palestinian Territory 4
UY - Uruguay 4
AE - Emirati Arabi Uniti 3
AT - Austria 3
AZ - Azerbaigian 3
HU - Ungheria 3
IQ - Iraq 3
NP - Nepal 3
PY - Paraguay 3
AL - Albania 2
CL - Cile 2
DO - Repubblica Dominicana 2
EC - Ecuador 2
HR - Croazia 2
LK - Sri Lanka 2
LU - Lussemburgo 2
MC - Monaco 2
MD - Moldavia 2
NG - Nigeria 2
RS - Serbia 2
AM - Armenia 1
BA - Bosnia-Erzegovina 1
BO - Bolivia 1
DK - Danimarca 1
EE - Estonia 1
IM - Isola di Man 1
JM - Giamaica 1
JO - Giordania 1
KE - Kenya 1
LA - Repubblica Popolare Democratica del Laos 1
ML - Mali 1
MY - Malesia 1
NI - Nicaragua 1
NO - Norvegia 1
PA - Panama 1
SC - Seychelles 1
SN - Senegal 1
Totale 22.772
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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
Singapore 303
Ashburn 301
Andover 265
Nanjing 262
Boardman 257
Izmir 240
Beijing 192
Pellezzano 178
Mestre 141
Moscow 129
Salerno 102
Fairfield 94
Hong Kong 86
Dearborn 83
Changsha 81
Düsseldorf 81
Shenyang 79
Hebei 76
Nanchang 76
Rome 66
Jiaxing 64
Munich 52
Tianjin 46
Pune 45
Norwalk 43
Los Angeles 38
New York 37
Dallas 36
Jinan 35
Redwood City 35
Council Bluffs 34
Napoli 33
Bari 27
Cambridge 25
Milan 24
Ottawa 23
São Paulo 23
The Dalles 23
Turku 23
London 21
Naples 20
San Diego 20
Shanghai 19
Bologna 18
Seattle 18
Stella Cilento 18
Edinburgh 17
Florence 17
Guangzhou 17
Spinea 17
Hefei 16
San Francisco 16
Brescia 15
Torino 15
Brooklyn 14
Fisciano 14
Indiana 14
Chicago 13
Ningbo 13
Orta di Atella 13
Santa Clara 13
Tappahannock 13
Trieste 13
Venice 13
Haikou 12
Aiello Del Sabato 11
Southampton 11
Washington 11
Falls Church 10
Fuzhou 10
Palermo 10
Amsterdam 9
Capri 9
Casoria 9
Des Moines 9
Liège 9
Nauplion 9
Padova 9
Porto 9
Rio de Janeiro 9
Warsaw 9
Dormagen 8
Hangzhou 8
Rasht 8
Zhengzhou 8
Ankara 7
Brusciano 7
Caserta 7
Modena 7
Tashkent 7
Tokyo 7
Totale 16.566
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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 293
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; 262
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 224
Programmi di calcolo per i microcomputer HP 67 HP 97 (telai-travi rovesce, muri di sostegno, sezioni in c.a.p.), Manuale HP 207
Fracture behavior of concrete beams reinforced with mixed long/short steel fibers 178
Composite materials for masonry structures: the adhesion issue 170
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; 166
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. 162
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; 158
Programas de estructuras, SOFT Biblioteca de programas, Madrid 1981; 158
An overview of the current code provisions on the seismic response of acceleration-sensitive non-structural components in buildings 156
GRAT-S – Programma di calcolo su HP 85/86/87 per l’analisi elastica grigliati piani su mezzo elastico, 1981; 154
Sul comportamento meccanico di calcestruzzi con aggregati riciclati e ceneri volanti 150
The influence of the initial moisture conditions of coarse aggregates on the properties of RAC 148
Adhesion between composite materials and masonry structures: from experimental investigation to numerical modeling 147
A novel hysteretic device for seismic energy dissipation: experimental tests and analysis 147
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; 146
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 144
Steel bracing configurations for seismic retrofitting of a reinforced concrete frame 141
Composite materials as part of an optimal strategy for seismic retrofitting of RC frames 131
Beam-column joints strengthened with FRP systems 131
A zero-thickness interface model for simulating the bond behavior of FRP strips glued on concrete 129
Structural concrete made with recycled aggregates: Hydration process and compressive strength models 129
Experimental tests and theoretical models on tuff masonry bricks and columns confined with C-FRP sheets 126
Bond Behaviour of FRP Strips Glued on Masonry: Experimental Investigation and Empirical Formulation 124
Experimental tests on the cyclic response of common steelwork hysteretic devices 121
Design by testing procedure for intermediate debonding in EBR FRP strengthened RC beams 120
STRENGTH AND DURABILITY OF SUSTAINABLE CONCRETE: AN EXPERIMENTAL STUDY 120
Shear Connection Nonlinearity and Deflections of Steel-Concrete Composite Beams: a Simplified Method 117
Cyclic Behaviour of RC Columns Confined with Steel Reinforced Polymer Wraps 116
A rational Strategy for Seismic Retrofitting of RC Existing Buildings 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) 115
Structural Steel Semirigid Connections: Theory, Design, and Software 115
A fully-analytical approach for modelling the response of FRP plates bonded to a brittle substrate 112
Advanced Inelastic Analysis: Numerical Results and Design Guidelines for Rigid and Semi-Rigid Sway Frames 111
A simplified approach for evaluating seismic-induced actions on non-structural components in buildings 111
On the cyclic response of two common steelwork members conceived as hysteretic devices for steel bracings 111
Cost-competitive Steel Devices for Seismic Retrofitting of RC Frames: Model Identification and Nonlinear Analysis 111
Argomenti di Teoria e Tecnica delle Costruzioni 111
Direct versus indirect identification of FRP-to-concrete interface relationships 110
Experimental investigation on the behavior of composite laminates bonded on masonry 109
Influenza dell’effetto Bauschinger sul comportamento di aste metalliche sotto cicli di elongazioni 109
Shear strength of Tuff-Masonry Walls Retrofitted with CFRCM 108
Mechanical and durability performance of sustainable structural concretes: An experimental study 108
“Analisi del rischio sismico del territorio della Provincia di Salerno” 107
Experimental Tests on an Innovative Technique to improve Shear Strength of Tuff-Masonry Walls, 107
Inelastic displacement demand on structures under seismic actions: the role of the actual hysteretic capacity 107
Effects of partial shear interaction, cracking and joint flexibility on the behaviour of composite frames 106
Experimental investigation on masonry walls strengthened by CFRP subjected to cyclic shear-compression tests 106
Rational retrofitting of existing rc frames combining member- and structure-level techniques 106
Aderenza tra calcestruzzo e Lamine di FRP utilizzate come placcaggio di elementi inflessi. Parte I: Risultati sperimentali 104
Aderenza tra calcestruzzo e Lamine di FRP utilizzate come placcaggio di elementi inflessi. Parte II: modelli teorici ed elaborazioni numeriche 104
A new Timoshenko-based Analytical Model for Steel-Concrete Composite Beams in Partial Interaction 103
Masonry columns confined by composite materials: Design formulae 103
Capacity models for shear strength of exterior joints in RC frames: state-of-the-art and synoptic examination 103
Physical properties and mechanical behaviour of concrete made with recycled aggregates and fly ash 103
Experimental tests on masonry walls strengthened with an innovative C-FRP sheet 102
Analisi e Progettazione di Nodi Trave-Colonna con Angolari di Flangia e D’Anima 102
Rational Procedures for Seismic Assessment and Retrofitting of RC Existing Structures 101
Adhesion of advanced composites on masonry: Experimental study and numerical analysis 101
Interface behaviour in FRP plates bonded to concrete: experimental tests and theoretical analyses 100
Structural Steel Semirigid Connections 100
Seismic Upgrade of Exterior RC Beam-to-Column Joints with CFRP Jacketing: Experimental Investigation 99
Alcune considerazioni sui metodi non distruttivi per la determinazione delle proprietà meccaniche del calcestruzzo 98
Steel-concrete composite beams in partial interaction:parametric comparison of different analytical models 98
Cement Replacement: Experimental Results for Concrete with Recycled Aggregates and Fly-Ash 98
On the Assessment of the seismic performance of Reinforced Concrete existing Buildings 97
Ultimate Behaviour of Bolted T-Stubs, I: Theoretical Model 96
Formulation and Validation of a Theoretical Model for Intermediate Debonding in FRP Strengthened RC Beams 96
Indirect identification method of bilinear interface lawsfor FRP bonded on a concrete substrate 96
Seismic analysis of RC framed structures retrofitted with steel braces 96
Comparative Application of Capacity Models for Seismic Vulnerability Evaluation of Existing RC Structures 95
Masonry columns confined by composite materials: Experimental investigation 95
Sulla previsione delle proprietà meccaniche di calcestruzzi con aggregati riciclati 95
Cyclic shear-compression tests on masonry walls strengthened with alternative configurations of CFRP strips 95
Non linear analysis of steel-concrete composite beams: a finite element model 94
Inelastic demand spectra for nonlinear static analysis considering the actual dissipative capacity of structures 94
Capacity models for shear strength of exterior joints in RC frames: experimental assessment and recalibration 94
Performance of axially loaded concrete cylinders confined with SFRP materials 93
Technical code on the structural design and repairing in urban areas with high debris flow risk 92
Debonding failure in FRP-strengthened beams: a model based approach 92
Effectiveness analysis of a semiactive base isolation strategy using information from an early-warning network 92
Sulla valutazione del comportamento sismico di edifici esistenti in c.a. secondo le recenti normative 92
Modellazione delle Superfici di Resistenza di Sezioni Rettangolari in Cemento Armato Sollecitate a Flessione Composta Deviata 91
Shear-Flexible Steel-Concrete Composite beams in Partial Interaction: closed-form “exact” expression of the Stiffness Matrix 91
Local Buckling of Aluminium Members: Testing and Classification 90
Validazione sperimentale di modelli teorici per il confinamento di colonne murare con materiali compositi 90
Shear Strength of Masonry Walls Reinforced by Composites: Comparison among Existing Formulations 90
The influence of the load condition on the intermediate debonding failure of EBR-FRP RC beams 90
Prove di compressione diagonale su muretti di tufo rinforzati con CFRCM 90
Confinamento del calcestruzzo mediante impiego di tessuti in fibra d’acciaio 90
A New Mechanical Model for Evaluating the Whole Moment-Rotation Curve of Composite Beam-to-Column Joints with Angles 90
Analisi della sismicità storica del territorio della Provincia di Salerno 89
Local Buckling of Aluminium Channels under Uniform Compression: Experimental Analysis 89
Pilastri in c.a. confinati con FRP: risultati sperimentali 89
Seismic response of non-structural components in buildings: available code provisions and a simplified analysis method 89
Innovative Strategies for Structural Protection of Built Heritage - PRIN 2005 89
Strengthening of RC beam-column joints with SRP/SRG systems 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
Un'analisi parametrica per la valutazione delle frecce a lungo termine nelle travi in cemento armato in regime fessurato 88
Totale 11.615
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Categoria #
all - tutte 72.716
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 72.716
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2024/20252.693 183 98 84 119 167 329 345 342 366 94 282 284
2025/20266 6 0 0 0 0 0 0 0 0 0 0 0
Totale 23.176