IRIS
BARBAGALLO, FRANCESCA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 3.221
AS - Asia 1.865
EU - Europa 1.821
SA - Sud America 267
AF - Africa 253
Continente sconosciuto - Info sul continente non disponibili 175
OC - Oceania 5
Totale 7.607
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 3.126
SG - Singapore 820
IT - Italia 656
CN - Cina 536
RU - Federazione Russa 535
IE - Irlanda 238
BR - Brasile 219
VN - Vietnam 157
CI - Costa d'Avorio 132
KR - Corea 115
FR - Francia 91
CA - Canada 61
UA - Ucraina 57
NG - Nigeria 46
NL - Olanda 42
GB - Regno Unito 40
IN - India 38
BD - Bangladesh 35
HK - Hong Kong 29
FI - Finlandia 27
SN - Senegal 24
DE - Germania 21
SE - Svezia 21
ES - Italia 19
IQ - Iraq 18
MX - Messico 18
IR - Iran 16
AT - Austria 15
AR - Argentina 14
PL - Polonia 13
UZ - Uzbekistan 13
PK - Pakistan 12
ID - Indonesia 11
JP - Giappone 11
ZA - Sudafrica 11
BJ - Benin 10
GR - Grecia 10
CH - Svizzera 9
EC - Ecuador 9
JO - Giordania 7
MA - Marocco 7
DZ - Algeria 6
KE - Kenya 6
AE - Emirati Arabi Uniti 5
CO - Colombia 5
EG - Egitto 5
MY - Malesia 5
PH - Filippine 5
SA - Arabia Saudita 5
TH - Thailandia 5
TR - Turchia 5
VE - Venezuela 5
AZ - Azerbaigian 4
LT - Lituania 4
PA - Panama 4
PE - Perù 4
TN - Tunisia 4
AL - Albania 3
BO - Bolivia 3
CL - Cile 3
CR - Costa Rica 3
HN - Honduras 3
IL - Israele 3
MK - Macedonia 3
NZ - Nuova Zelanda 3
PT - Portogallo 3
PY - Paraguay 3
RO - Romania 3
AM - Armenia 2
AU - Australia 2
BG - Bulgaria 2
ET - Etiopia 2
JM - Giamaica 2
SY - Repubblica araba siriana 2
TT - Trinidad e Tobago 2
UY - Uruguay 2
BE - Belgio 1
BH - Bahrain 1
BY - Bielorussia 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
HR - Croazia 1
HU - Ungheria 1
KG - Kirghizistan 1
KY - Cayman, isole 1
KZ - Kazakistan 1
LB - Libano 1
LU - Lussemburgo 1
LV - Lettonia 1
MN - Mongolia 1
OM - Oman 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 7.432
Salva come PNG Salva come JPEG
Città #
Dallas 607
Santa Clara 507
Singapore 478
Moscow 245
San Jose 245
Dublin 232
Houston 213
Chandler 195
Ashburn 145
Abidjan 132
Hefei 121
Seoul 114
Catania 96
Beijing 91
Boardman 81
Civitanova Marche 77
Chicago 62
Lauterbourg 58
Council Bluffs 49
Ho Chi Minh City 49
Jacksonville 48
Andover 43
Cambridge 42
Lawrence 42
Los Angeles 39
Nanjing 38
Hanoi 33
Palermo 28
Abuja 27
Amsterdam 27
Hong Kong 27
Toronto 27
New York 26
Redmond 26
Rome 25
Dakar 24
Columbus 21
Des Moines 21
The Dalles 21
Buffalo 19
Wilmington 19
Helsinki 18
São Paulo 17
Lagos 16
Milazzo 13
Shenyang 13
Warsaw 13
Montreal 12
Naples 12
Tehran 12
Mascalucia 11
Paris 11
Atlanta 10
Cotonou 10
Dong Ket 10
Messina 10
Orem 10
Redondo Beach 10
Tashkent 10
Tremestieri Etneo 10
Vienna 10
Brooklyn 9
Ciampino 9
Falls Church 9
Milan 9
Tokyo 9
Bologna 8
Boscoreale 8
Chennai 8
Denver 8
Hebei 8
Rho 8
Saint Petersburg 8
Aci Catena 7
Athens 7
Baghdad 7
Belo Horizonte 7
Changsha 7
Genoa 7
Phoenix 7
Poplar 7
Stockholm 7
Brasília 6
Johannesburg 6
Lappeenranta 6
San Mateo 6
Turin 6
Amman 5
Belpasso 5
Boston 5
Charlotte 5
Curitiba 5
Da Nang 5
Duncan 5
Jiaxing 5
London 5
Mumbai 5
Munich 5
Nairobi 5
Nanchang 5
Totale 4.917
Salva come PNG Salva come JPEG
Nome #
Influence of nonlinear modeling on capacity assessment of RC framed structures 221
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 175
Achieving a more effective concentric braced frame by the double-stage yield BRB 159
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 159
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 156
A database for assisted assessment of torsional response of in-plan irregular buildings 153
A design procedure for seismic upgrading of existing RC frames by BRBs 151
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 145
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 137
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 135
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 133
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 132
A sub-assembly based technique for calibration of numerical models of infilled r.c. frames according to experimental tests 131
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 131
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 128
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 126
A Steel Exoskeleton for Regularization of the Seismic Response in Elevation of Existing RC Framed Structures 126
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 124
IMPACT OF RETROFIT OF RC FRAMES BY CLT PANELS AND FRICTION DAMPERS 121
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 117
Cyclic pushover analysis for seismic assessment of steel MRFs 117
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 116
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 115
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 114
Seismic upgrading of typical Italian existing RC frames by BRBs 111
Behavior factor of dual systems with BRBs and semi-rigid connections 110
An alternative approach for the design of chevron-braced frames 109
Influenza della distribuzione della rigidezza lungo l’altezza sul comportamento sismico di telai 108
An overdamped multimodal adaptive nonlinear static procedure for seismic assessment of rc infilled frames 107
Effect of the DYB on the seismic response of steel concentric bracings 107
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 105
Design for seismic upgrading of existing RC frames by friction dampers 104
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 103
Optimal design of the connection between RC slab and precast pre-stressed beam to column joint 102
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 101
Seismic upgrading of RC buildings by rocking walls and viscous dampers 97
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 96
P–Δ effects in the seismic design of steel moment resisting frames 96
Validation of the Extended N2 Method and the Combination Rules for Pushover Analyses of Reinforced Concrete Asymmetric Structures 95
Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames 94
Verifica e progetto di aste in acciaio 94
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 94
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 94
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 93
Base shear capping buildings with graphite-lubricated bases for collapse prevention in extreme earthquakes 93
Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest 92
Seismic design and performance of dual structures with BRBs and semi-rigid connections 92
Design of BRBs for seismic upgrading of existing r.c.frames 91
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 91
Fragility of Steel Frames with DYBs Designed in the Framework of EC8 91
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 90
Preliminary validation of a multimodal adaptive procedure 87
Modeling Marble Artworks: The Statue “Oceanus” by Giambologna 86
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 86
Design proposal for steel frames equipped with viscoelastic dampers 86
Design for seismic upgrading of existing RC frames by friction dampers 86
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 85
Experimental investigation of dynamic behaviour of free-standing frames with friction 81
Effects of the extended N2 method on non-linear static procedures of reinforced concrete frame structures 81
Dissipative CLT-Based Seismic Upgrading System for RC-Framed Structures: Experimental Characterization, Numerical Modelling, and Design Guidelines 78
Una tecnologia integrata isolamento - scorrimento alla base per il controllo del taglio sismico degli edifici 76
On the design of columns of concentrically braced frames in the chevron configuration 74
Seismic Capacity of EC8 Compliant RC Frames with Irregular Vertical Distribution of Stiffness 73
Influence of the modelling approach on the seismic assessment of RC structures by nonlinear static analyses 66
Full-scale hybrid test for realistic verification of a seismic upgrading technique of RC frames by BRBs 65
Modelling of steel link beams 64
Test of precast pre-stressed beam-to-column joint with damage-free reinforced concrete slab 60
Variable vs. invariable elastic response spectrum shapes: impact on the mean annual frequency of exceedance of limit states 56
Seismic capacity of EC8 compliant RC frames with irregular vertical distribution of stiffness 54
Seismic performance and cost comparative analysis of steel braced frames designed in the framework of EC8 53
Effectiveness of a Design Procedure for Linked Column Framed Systems in the Framework of Eurocodes 51
Proposal and validation of a design procedure for concentrically braced frames in the chevron configuration 48
Dynamic Response and Seismic Performance of EC8 Conforming RC Frames with Stiffness Irregularity in Elevation 47
Calibration of a damping law to predict probabilistic seismic capacity by nonlinear static analysis 27
SEISMIC BEHAVIOUR OF THE I-EXOS SYSTEM DESIGNED BY IH-MADE STRONG MIDDLE SECTIONS 21
Parametric study on retrofit of rc framed buildings by dissipative tower 13
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests 11
Calibrated fiber model for seismic analysis of ductile rc columns with ribbed bars 10
Totale 7.607
Salva come PNG Salva come JPEG
Categoria #
all - tutte 24.044
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 24.044
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022315 0 45 8 11 51 18 50 12 20 24 6 70
2022/2023814 44 2 21 44 47 220 44 141 181 4 31 35
2023/2024343 21 41 16 21 23 64 4 40 2 16 63 32
2024/20251.576 4 151 92 128 363 219 60 55 117 126 127 134
2025/20263.723 218 249 715 161 508 655 385 69 285 277 101 100
2026/202766 56 10 0 0 0 0 0 0 0 0 0 0
Totale 7.607