CINECA IRIS Institutional Research Information System

FOCACCI, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 5.781
EU - Europa 5.500
AS - Asia 902
SA - Sud America 40
AF - Africa 34
Continente sconosciuto - Info sul continente non disponibili 25
OC - Oceania 5
Totale 12.287
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Nazione #
US - Stati Uniti d'America 5.693
RU - Federazione Russa 2.896
DE - Germania 969
IT - Italia 480
UA - Ucraina 449
SG - Singapore 415
CN - Cina 253
SE - Svezia 189
GB - Regno Unito 169
FI - Finlandia 127
TR - Turchia 87
IE - Irlanda 84
CA - Canada 82
FR - Francia 70
HK - Hong Kong 47
BR - Brasile 33
IN - India 27
EU - Europa 25
BE - Belgio 15
EG - Egitto 15
PL - Polonia 15
ZA - Sudafrica 13
NL - Olanda 11
BD - Bangladesh 9
IR - Iran 9
IL - Israele 8
ES - Italia 7
IQ - Iraq 7
PK - Pakistan 7
ID - Indonesia 5
VN - Vietnam 5
AU - Australia 4
KR - Corea 4
MX - Messico 4
CH - Svizzera 3
CZ - Repubblica Ceca 3
DZ - Algeria 3
JO - Giordania 3
AR - Argentina 2
AZ - Azerbaigian 2
GE - Georgia 2
GR - Grecia 2
JM - Giamaica 2
MY - Malesia 2
SC - Seychelles 2
SK - Slovacchia (Repubblica Slovacca) 2
TH - Thailandia 2
TW - Taiwan 2
AE - Emirati Arabi Uniti 1
AT - Austria 1
BA - Bosnia-Erzegovina 1
BG - Bulgaria 1
BY - Bielorussia 1
CL - Cile 1
EC - Ecuador 1
EE - Estonia 1
GY - Guiana 1
HR - Croazia 1
JP - Giappone 1
LA - Repubblica Popolare Democratica del Laos 1
MK - Macedonia 1
NG - Nigeria 1
NP - Nepal 1
NZ - Nuova Zelanda 1
OM - Oman 1
PE - Perù 1
RO - Romania 1
RS - Serbia 1
UZ - Uzbekistan 1
VE - Venezuela 1
Totale 12.287
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Città #
Fairfield 785
Chandler 573
Woodbridge 537
Ashburn 385
Houston 383
Jacksonville 382
Seattle 359
Wilmington 320
Moscow 278
Ann Arbor 260
Cambridge 242
Beijing 168
Singapore 134
The Dalles 124
Chicago 105
Lawrence 88
Dublin 84
Rome 82
Princeton 80
Helsinki 78
Ottawa 70
New York 69
Boardman 68
Santa Clara 42
Cedar Knolls 41
London 37
Bologna 29
Milan 28
Yubileyny 26
Hong Kong 25
Cleveland 22
Columbus 19
Portsmouth 18
Florence 17
Albuquerque 16
Los Angeles 16
Redmond 16
San Diego 16
Brussels 15
Lauterbourg 14
Parma 14
Redwood City 13
Dearborn 12
Falls Church 12
Frankfurt am Main 12
Mumbai 12
Chiswick 11
Kraków 11
Düsseldorf 10
Dallas 9
Giza 9
Nanjing 9
Buffalo 8
Dhaka 8
Guangzhou 8
Indiana 8
Secaucus 8
West Jordan 8
Annicco 7
Arienzo 7
Atlanta 7
Hefei 7
Johannesburg 7
Padova 7
Palermo 7
Prescot 7
Tappahannock 7
Auckland Park 6
Brooklyn 6
Nanchang 6
Rolla 6
Agrigento 5
Baghdad 5
Elk Grove Village 5
Fisciano 5
Hounslow 5
Kilburn 5
Kunming 5
Leeds 5
Monteprandone 5
Naples 5
Norwalk 5
Pagani 5
Perugia 5
Shanghai 5
Trento 5
Amsterdam 4
Aydin 4
Buscate 4
Council Bluffs 4
Gossolengo 4
Islington 4
Jinan 4
Madrid 4
Magliano di Tenna 4
Mexico City 4
New Bedfont 4
Stockholm 4
São Paulo 4
Udine 4
Totale 6.451
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Nome #
The effect of the shape of the cohesive material law on the stress transfer at the FRP-masonry interface 301
Rinforzo di travi di calcestruzzo armato con PBO-FRCM: prove di flessione e di aderenza 259
FRCM Composites for Strengthening of Brick Masonry Arches 236
Dynamic identification and seismic behaviour of the Ghirlandina tower in Modena (Italy) 229
Carbon-FRCM materials for structural upgrade of masonry arch road bridges 220
Bond-slip relations for PBO-FRCM materials externally bonded to concrete 214
Strengthening historical monuments with FRP: a design criteria review 212
Fiber Reinforced Composites with Cementitious (Inorganic) Matrix 212
Valutazione sperimentale delle proprietà meccaniche di compositi a matrice cementizia FRCM 209
Extrados strengthening of brick masonry arches with PBO–FRCM composites: Experimental and analytical investigations 209
FRP-masonry interfacial debonding: An energy balance approach to determine the influence of the mortar joints 197
Composite beam generally connected: Analytical model 193
Thermal effects on bond between FRP rebars and concrete 190
Structural Behavior of Arch Models Strengthened Using FRP Strips of Different Lengths 190
Strengthening of masonry–unreinforced concrete railway bridges with PBO-FRCM materials 188
Experimental investigation on flexural behavior of timber beams repaired with CFRP plates 183
Masonry arches strengthened with composite unbonded tendons 183
Intrados strengthening of brick masonry arches with different FRCM composites: Experimental and analytical investigations 183
Structural Repointing of Masonry Structures 183
Local bond-slip relationship for FRP reinforcement in concrete 179
Experimental response of FRP reinforced members without transverse reinforcement: Failure modes and design issues 179
Experimental investigation on cyclic response of RC elements repaired by CFRP external reinforcing systems 178
An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints 176
Experimental and analytical investigation on bond between Carbon-FRCM materials and masonry 174
Flexural behaviour of RC members strengthened with FRCM: State-of-the-art and predictive formulas 170
Flexural Strengthening of RC Beams with Cement-Based Composites 167
Experimental analysis on bond between PBO-FRCM strengthening materials and concrete 161
Approximate Evaluation of Maximum Force Transferable at FRP-Masonry Interface 160
Experimental analysis on tensile and bond properties of PBO and aramid fabric reinforced cementitious matrix for strengthening masonry structures 158
Periodic variation of the transferable load at the FRP-masonry interface 156
PBO-FRCM composites to strengthen r.c. beams: mechanics of adhesion and efficiency 154
A Study of the Fracture Process at the FRP-Masonry Interface: The Role of the Periodic Pattern of Bricks and Mortar Joints 152
Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements 149
Driven failure mechanisms in fiber – reinforced - plastic prestressed concrete beams for ductility requirements 148
Compositi a matrice cementizia per il rinforzo delle murature: aderenza con il supporto 146
Study of the effectiveness of anchorages applied to SRG strips bonded to masonry blocks 143
Shear capacity of masonry panels repaired with composite materials: Experimental and analytical investigations 140
Effects of thermal loads on concrete cover of FRP reinforced elements: theoretical and experimental analysis 138
Pannello di tamponamento prefabbricato in calcestruzzo armato con rete bilanciata in fibra di carbonio 138
FRCM vs. FRP composites to strengthen rc beams: a comparative analysis 137
Connettori in AFRP per l'incremento delll'efficienza di rinforzi in FRP: sperimentazione e modellazione 134
AFRP connector to prevent brittle debonding in FRP strengthened RC beams 132
An investigation on the interface fracture propagation between FRP and masonry 132
Strengthening Masonry Arches with Lime-Based Mortar Composite 132
Philosophical Approaches for Conservation and Upgrade of the Cultural Heritage 132
Shear Strength Model for RC Beams with U-Wrapped FRCM Composites 129
Aderenza di rinforzi PBO-FRCM al calcestruzzo: effetti sul rinforzo a taglio di elementi in c.a 126
Fiber reinforced cementitious matrix (FRCM) materials to strengthen masonry vaults 125
Seismic capacity of the Ghirlandina Tower in Modena, Italy 125
Analisi strutturale statica e dinamica della torre Ghirlandina 122
Analytical modelling of the tensile response of PBO-FRCM composites 120
Shear strengthening of RC beams with PBO-FRCM composites 119
Alcuni aspetti del comportamento flessionale di travi di cemento armato con fogli di CFRP 119
Strengthening Historical Masonry with FRP or FRCM: Trends in Design Approach 119
Non metallic (MCP) fibre reinforced concrete: mechanicl characterization and slabs on grade design aspects 118
Rinforzo di un viadotto ferroviario con PBO-FRCM 117
Non metallic (MCP) fibre reinforced concrete: experimental results and slabs on grade design aspects 114
Determination of the interfacial cohesive material law for SRG composites bonded to a masonry substrate 112
Structural behavior of timber beams strengthened with FRP 111
Rinforzo di strutture di muratura con materiali compositi 110
Uno studio sulla stabilità della torre Ghirlandina 110
Experimental analysis of twist-off and pull-off testing methodologies to measure the bond strength between GFRP and concrete 109
Rinforzo di archi in muratura con cavi scorrevoli 104
Rinforzo a flessione di travi di calcestruzzo armato con rete di carbonio e matrice cementizia: risultati sperimentali 102
Le strutture in materiale composito 102
Elementi curvi in muratura rinforzati con nastri in FRP: analisi dell'aderenza 101
Local bond slip relations of PBO-FRCM composites for strengthening RC members 101
Digital image correlation and cracked hinge model applied to notched beams reinforced with GFRP bars 94
A Discussion of Differences Between Single-Lap Tests and Full-Scale Beam Tests in Terms of FRCM-Concrete Debonding 88
Tensile Tests of FRCM Coupons: The Influence of the Fiber-Matrix Bond Properties 83
The role of the fiber–matrix interfacial properties on the tensile behavior of FRCM coupons 83
BOND BEHAVIOR BETWEEN FRCM AND MASONRY: A COMPARISON BETWEEN SINGLE-LAP AND TENSILE TESTS 81
Proposed procedure for the design of RC flexural members strengthened with FRP sheets 77
Cracking of concrete cover in FRP reinforced concrete elements under thermal loads 74
Shear response of continuous RC beams strengthened with carbon FRP sheets 71
Estimation of the Shear Strength of RC Members with Externally Bonded, Fully-Wrapped FRCM Composites 70
Relationship between Results of Tensile Test of FRCM Composites and the Fiber-Matrix Bond Properties 70
Debonding analysis of FRCM composites for structural upgrading of RC structures 69
Beam tests for the determination of the interfacial properties of FRCM composites 69
CALIBRATION OF THE GFRP-CONCRETE COHESIVE MATERIAL LAW USING PULL-OUT TESTS 65
Repair and rehabilitation of an existing RC structure using CFRP sheets 61
Determination of the Matrix-Fiber Cohesive Material Law of FRCM-Concrete Joints 60
Relationship between the effective strain of PBO FRCM-strengthened RC beams and the debonding strain of direct shear tests 59
STATIC AND FATIGUE BEHAVIOR OF CONCRETE SLABS REINFORCED WITH GFRP BARS 58
Beam tests for the determination of the interfacial properties of FRCM composites 57
Simplified Procedure to Determine the Cohesive Material Law of Fiber-Reinforced Cementitious Matrix (FRCM)–Substrate Joints 55
Shear stress transfer at the SRG-concrete interface: influence of the number of layers 55
Fracture Behavior and Digital Image Analysis of GFRP Reinforced Concrete Notched Beams 53
Tensile Testing of FRCM Coupons for Material Characterization: Discussion of Critical Aspects 53
Analytical study of FRP debonding in a real-scale concrete strengthened beam 52
EFFECT OF THE BAR DIAMETER ON THE LOAD RESPONSE OF GFRP-CONCRETE PULL-OUT TESTS 51
Quasi-Static and Fatigue Behavior of GFRP Bars Embedded in Concrete: A Comparison Between Pull-Out Tests and Flexural Tests of Slabs 50
Shear strengthening of RC beams with U-wrapped FRCM composites: assessment of current design guidelines 50
Preliminary Experimental Results of the Bond between GFRP Bars and Concrete 48
PULL-OUT TEST OF FRP BARS: THE EFFECT OF THE FREE END PROTRUDING PORTION OF THE BAR 46
FRP Strips Externally Bonded to Quasi-Brittle Substrates: Discussions and Advances of Open Research Topics 36
Effect of bonded length on the load response and failure mode of pull-out tests of GFRP bars embedded in concrete 35
Experimental study on thermal matrix composite for seismic-energy upgrade of masonry buildings 34
Fast and interpretable prediction of seismic kinematics of flexible retaining walls in sand through explainable artificial intelligence 15
Comprehensive study of GFRP bar-concrete bond behavior using pull-out and three-point bending tests 3
Totale 12.396
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Categoria #
all - tutte 63.535
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 63.535
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.505 147 162 142 117 140 162 158 116 66 89 162 44
2021/2022453 52 41 102 8 15 47 17 97 17 32 4 21
2022/20231.570 179 69 61 227 137 313 28 142 245 45 99 25
2023/2024662 30 42 58 51 44 86 40 17 15 91 35 153
2024/20254.022 50 47 29 26 102 327 2.118 756 280 67 91 129
2025/202632 32 0 0 0 0 0 0 0 0 0 0 0
Totale 12.398