CINECA IRIS Institutional Research Information System

FOCACCI, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 8.147
EU - Europa 6.030
AS - Asia 1.932
SA - Sud America 344
Continente sconosciuto - Info sul continente non disponibili 146
AF - Africa 60
OC - Oceania 6
Totale 16.665
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Nazione #
US - Stati Uniti d'America 7.997
RU - Federazione Russa 2.904
DE - Germania 979
IT - Italia 782
SG - Singapore 750
UA - Ucraina 460
CN - Cina 406
GB - Regno Unito 285
BR - Brasile 275
VN - Vietnam 212
SE - Svezia 192
FI - Finlandia 137
HK - Hong Kong 113
KR - Corea 109
CA - Canada 105
TR - Turchia 95
FR - Francia 88
IE - Irlanda 86
BD - Bangladesh 64
IN - India 42
AR - Argentina 29
EU - Europa 25
NL - Olanda 24
MX - Messico 22
PL - Polonia 22
EG - Egitto 18
ZA - Sudafrica 18
ES - Italia 17
BE - Belgio 16
ID - Indonesia 16
IQ - Iraq 15
EC - Ecuador 13
IR - Iran 13
JP - Giappone 10
PH - Filippine 10
PK - Pakistan 10
DZ - Algeria 9
IL - Israele 9
MY - Malesia 8
CH - Svizzera 7
JM - Giamaica 7
CO - Colombia 6
GR - Grecia 6
CL - Cile 5
PY - Paraguay 5
SA - Arabia Saudita 5
TH - Thailandia 5
UZ - Uzbekistan 5
AE - Emirati Arabi Uniti 4
AU - Australia 4
CZ - Repubblica Ceca 4
JO - Giordania 4
NP - Nepal 4
TW - Taiwan 4
VE - Venezuela 4
GE - Georgia 3
GT - Guatemala 3
SC - Seychelles 3
UY - Uruguay 3
AZ - Azerbaigian 2
BB - Barbados 2
CR - Costa Rica 2
DO - Repubblica Dominicana 2
EE - Estonia 2
KE - Kenya 2
KH - Cambogia 2
LA - Repubblica Popolare Democratica del Laos 2
LB - Libano 2
NG - Nigeria 2
NZ - Nuova Zelanda 2
OM - Oman 2
PE - Perù 2
PR - Porto Rico 2
RO - Romania 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
SV - El Salvador 2
TN - Tunisia 2
AD - Andorra 1
AL - Albania 1
AM - Armenia 1
AT - Austria 1
BA - Bosnia-Erzegovina 1
BF - Burkina Faso 1
BG - Bulgaria 1
BO - Bolivia 1
BW - Botswana 1
BY - Bielorussia 1
GY - Guiana 1
HR - Croazia 1
IS - Islanda 1
KG - Kirghizistan 1
KW - Kuwait 1
LT - Lituania 1
LV - Lettonia 1
MA - Marocco 1
MK - Macedonia 1
MU - Mauritius 1
NI - Nicaragua 1
PS - Palestinian Territory 1
Totale 16.536
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Città #
Ashburn 1.715
Fairfield 786
Chandler 573
Woodbridge 537
Houston 385
Jacksonville 383
San Jose 378
Seattle 361
Wilmington 320
Singapore 317
Moscow 280
Ann Arbor 260
Cambridge 242
Beijing 226
London 140
Columbus 125
The Dalles 124
Chicago 112
Naples 108
Seoul 104
Dallas 101
Rome 98
New York 89
Lawrence 88
Helsinki 87
Dublin 86
Hong Kong 84
Santa Clara 82
Princeton 80
Ho Chi Minh City 74
Ottawa 71
Boardman 68
Milan 60
Hanoi 57
Cedar Knolls 41
Los Angeles 41
Bologna 29
São Paulo 27
Yubileyny 26
Florence 24
Cleveland 22
Frankfurt am Main 18
Portsmouth 18
Parma 17
San Diego 17
Albuquerque 16
Brooklyn 16
Redmond 16
Brussels 15
Buffalo 14
Lauterbourg 14
Mumbai 14
Mexico City 13
Redwood City 13
Atlanta 12
Da Nang 12
Dearborn 12
Falls Church 12
Chiswick 11
Kraków 11
Rio de Janeiro 11
Baghdad 10
Dhaka 10
Düsseldorf 10
Johannesburg 10
Secaucus 10
Giza 9
Nanjing 9
Phoenix 9
Trento 9
Amsterdam 8
Brookings 8
Council Bluffs 8
Guangzhou 8
Indiana 8
Palermo 8
Tokyo 8
West Jordan 8
Annicco 7
Arienzo 7
Fisciano 7
Haiphong 7
Hefei 7
Madrid 7
Padova 7
Prescot 7
Reggio Calabria 7
Tappahannock 7
Turin 7
Auckland Park 6
Belo Horizonte 6
Brescia 6
Cairo 6
Catania 6
Leeds 6
Montreal 6
Nanchang 6
Norwalk 6
Pagani 6
Rolla 6
Totale 9.386
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Nome #
The effect of the shape of the cohesive material law on the stress transfer at the FRP-masonry interface 328
Rinforzo di travi di calcestruzzo armato con PBO-FRCM: prove di flessione e di aderenza 299
Carbon-FRCM materials for structural upgrade of masonry arch road bridges 279
Dynamic identification and seismic behaviour of the Ghirlandina tower in Modena (Italy) 275
Bond-slip relations for PBO-FRCM materials externally bonded to concrete 273
FRCM Composites for Strengthening of Brick Masonry Arches 261
Extrados strengthening of brick masonry arches with PBO–FRCM composites: Experimental and analytical investigations 254
FRP-masonry interfacial debonding: An energy balance approach to determine the influence of the mortar joints 244
Intrados strengthening of brick masonry arches with different FRCM composites: Experimental and analytical investigations 244
Valutazione sperimentale delle proprietà meccaniche di compositi a matrice cementizia FRCM 240
Strengthening of masonry–unreinforced concrete railway bridges with PBO-FRCM materials 237
Thermal effects on bond between FRP rebars and concrete 233
Structural Behavior of Arch Models Strengthened Using FRP Strips of Different Lengths 233
Strengthening historical monuments with FRP: a design criteria review 231
Structural Repointing of Masonry Structures 231
An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints 230
Fiber Reinforced Composites with Cementitious (Inorganic) Matrix 229
Experimental and analytical investigation on bond between Carbon-FRCM materials and masonry 227
Masonry arches strengthened with composite unbonded tendons 226
Composite beam generally connected: Analytical model 224
Flexural behaviour of RC members strengthened with FRCM: State-of-the-art and predictive formulas 224
Local bond-slip relationship for FRP reinforcement in concrete 220
PBO-FRCM composites to strengthen r.c. beams: mechanics of adhesion and efficiency 216
Flexural Strengthening of RC Beams with Cement-Based Composites 214
Compositi a matrice cementizia per il rinforzo delle murature: aderenza con il supporto 209
Experimental analysis on bond between PBO-FRCM strengthening materials and concrete 207
Periodic variation of the transferable load at the FRP-masonry interface 206
Experimental response of FRP reinforced members without transverse reinforcement: Failure modes and design issues 201
Experimental investigation on flexural behavior of timber beams repaired with CFRP plates 200
FRCM vs. FRP composites to strengthen rc beams: a comparative analysis 197
Pannello di tamponamento prefabbricato in calcestruzzo armato con rete bilanciata in fibra di carbonio 195
Experimental investigation on cyclic response of RC elements repaired by CFRP external reinforcing systems 194
Approximate Evaluation of Maximum Force Transferable at FRP-Masonry Interface 192
AFRP connector to prevent brittle debonding in FRP strengthened RC beams 191
Experimental analysis on tensile and bond properties of PBO and aramid fabric reinforced cementitious matrix for strengthening masonry structures 190
Study of the effectiveness of anchorages applied to SRG strips bonded to masonry blocks 190
Philosophical Approaches for Conservation and Upgrade of the Cultural Heritage 185
A Study of the Fracture Process at the FRP-Masonry Interface: The Role of the Periodic Pattern of Bricks and Mortar Joints 184
Effects of thermal loads on concrete cover of FRP reinforced elements: theoretical and experimental analysis 183
An investigation on the interface fracture propagation between FRP and masonry 183
Analytical modelling of the tensile response of PBO-FRCM composites 176
Strengthening Masonry Arches with Lime-Based Mortar Composite 175
Analisi strutturale statica e dinamica della torre Ghirlandina 172
Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements 170
Strengthening Historical Masonry with FRP or FRCM: Trends in Design Approach 170
Shear capacity of masonry panels repaired with composite materials: Experimental and analytical investigations 170
Non metallic (MCP) fibre reinforced concrete: mechanicl characterization and slabs on grade design aspects 169
Fiber reinforced cementitious matrix (FRCM) materials to strengthen masonry vaults 168
Connettori in AFRP per l'incremento delll'efficienza di rinforzi in FRP: sperimentazione e modellazione 164
Driven failure mechanisms in fiber – reinforced - plastic prestressed concrete beams for ductility requirements 163
BOND BEHAVIOR BETWEEN FRCM AND MASONRY: A COMPARISON BETWEEN SINGLE-LAP AND TENSILE TESTS 161
Non metallic (MCP) fibre reinforced concrete: experimental results and slabs on grade design aspects 161
Structural behavior of timber beams strengthened with FRP 160
Seismic capacity of the Ghirlandina Tower in Modena, Italy 157
Shear Strength Model for RC Beams with U-Wrapped FRCM Composites 155
Aderenza di rinforzi PBO-FRCM al calcestruzzo: effetti sul rinforzo a taglio di elementi in c.a 151
Experimental analysis of twist-off and pull-off testing methodologies to measure the bond strength between GFRP and concrete 151
A Discussion of Differences Between Single-Lap Tests and Full-Scale Beam Tests in Terms of FRCM-Concrete Debonding 146
Alcuni aspetti del comportamento flessionale di travi di cemento armato con fogli di CFRP 145
Determination of the interfacial cohesive material law for SRG composites bonded to a masonry substrate 142
PULL-OUT TEST OF FRP BARS: THE EFFECT OF THE FREE END PROTRUDING PORTION OF THE BAR 139
Analytical study of FRP debonding in a real-scale concrete strengthened beam 138
Shear strengthening of RC beams with PBO-FRCM composites 137
Rinforzo di un viadotto ferroviario con PBO-FRCM 136
Simplified Procedure to Determine the Cohesive Material Law of Fiber-Reinforced Cementitious Matrix (FRCM)–Substrate Joints 133
Rinforzo di strutture di muratura con materiali compositi 133
Digital image correlation and cracked hinge model applied to notched beams reinforced with GFRP bars 132
Uno studio sulla stabilità della torre Ghirlandina 130
The role of the fiber–matrix interfacial properties on the tensile behavior of FRCM coupons 130
Elementi curvi in muratura rinforzati con nastri in FRP: analisi dell'aderenza 128
Rinforzo a flessione di travi di calcestruzzo armato con rete di carbonio e matrice cementizia: risultati sperimentali 123
Quasi-Static and Fatigue Behavior of GFRP Bars Embedded in Concrete: A Comparison Between Pull-Out Tests and Flexural Tests of Slabs 121
Rinforzo di archi in muratura con cavi scorrevoli 121
Le strutture in materiale composito 121
Beam tests for the determination of the interfacial properties of FRCM composites 119
Quasi-static and Fatigue Responses of Concrete Slabs Internally Reinforced with Sand-Coated GFRP Bars 118
Local bond slip relations of PBO-FRCM composites for strengthening RC members 118
CALIBRATION OF THE GFRP-CONCRETE COHESIVE MATERIAL LAW USING PULL-OUT TESTS 117
Tensile Testing of FRCM Coupons for Material Characterization: Discussion of Critical Aspects 115
Proposed procedure for the design of RC flexural members strengthened with FRP sheets 115
Cracking of concrete cover in FRP reinforced concrete elements under thermal loads 114
Fracture Behavior and Digital Image Analysis of GFRP Reinforced Concrete Notched Beams 108
Debonding analysis of FRCM composites for structural upgrading of RC structures 106
Tensile Tests of FRCM Coupons: The Influence of the Fiber-Matrix Bond Properties 106
Preliminary Experimental Results of the Bond between GFRP Bars and Concrete 106
STATIC AND FATIGUE BEHAVIOR OF CONCRETE SLABS REINFORCED WITH GFRP BARS 104
EFFECT OF THE BAR DIAMETER ON THE LOAD RESPONSE OF GFRP-CONCRETE PULL-OUT TESTS 101
Experimental study on thermal matrix composite for seismic-energy upgrade of masonry buildings 96
Beam tests for the determination of the interfacial properties of FRCM composites 94
Shear strengthening of RC beams with U-wrapped FRCM composites: assessment of current design guidelines 91
Shear stress transfer at the SRG-concrete interface: influence of the number of layers 89
Effect of bonded length on the load response and failure mode of pull-out tests of GFRP bars embedded in concrete 89
Relationship between the effective strain of PBO FRCM-strengthened RC beams and the debonding strain of direct shear tests 89
Estimation of the Shear Strength of RC Members with Externally Bonded, Fully-Wrapped FRCM Composites 88
Relationship between Results of Tensile Test of FRCM Composites and the Fiber-Matrix Bond Properties 87
Shear response of continuous RC beams strengthened with carbon FRP sheets 87
Determination of the Matrix-Fiber Cohesive Material Law of FRCM-Concrete Joints 83
Repair and rehabilitation of an existing RC structure using CFRP sheets 74
FRP Strips Externally Bonded to Quasi-Brittle Substrates: Discussions and Advances of Open Research Topics 73
Fast and interpretable prediction of seismic kinematics of flexible retaining walls in sand through explainable artificial intelligence 72
Totale 16.586
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Categoria #
all - tutte 86.108
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 86.108
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022401 0 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
2025/20263.875 124 140 404 491 323 126 575 543 569 339 113 128
2026/2027424 210 214 0 0 0 0 0 0 0 0 0 0
Totale 16.665