MONACO, ALESSIA
 Distribuzione geografica
Continente #
AS - Asia 4.622
NA - Nord America 4.034
EU - Europa 3.103
SA - Sud America 475
AF - Africa 74
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 3
Totale 12.319
Nazione #
US - Stati Uniti d'America 3.933
SG - Singapore 1.513
VN - Vietnam 1.148
IT - Italia 1.133
CN - Cina 716
RU - Federazione Russa 469
GB - Regno Unito 468
BR - Brasile 386
DE - Germania 326
KR - Corea 298
HK - Hong Kong 246
IE - Irlanda 161
IN - India 156
FR - Francia 143
TR - Turchia 123
BD - Bangladesh 88
SE - Svezia 87
BE - Belgio 80
CA - Canada 63
JP - Giappone 61
NL - Olanda 51
PH - Filippine 40
TH - Thailandia 34
AT - Austria 30
AR - Argentina 29
ID - Indonesia 28
FI - Finlandia 27
TW - Taiwan 27
MY - Malesia 26
IQ - Iraq 24
ES - Italia 22
PK - Pakistan 18
MX - Messico 17
EG - Egitto 16
IR - Iran 16
PT - Portogallo 15
ZA - Sudafrica 15
PL - Polonia 14
VE - Venezuela 14
EC - Ecuador 13
LT - Lituania 13
UZ - Uzbekistan 13
BG - Bulgaria 12
CO - Colombia 11
MA - Marocco 11
CH - Svizzera 9
UA - Ucraina 9
AU - Australia 8
AZ - Azerbaigian 8
ET - Etiopia 8
RO - Romania 7
CR - Costa Rica 6
JO - Giordania 6
PY - Paraguay 6
UY - Uruguay 6
IL - Israele 5
TN - Tunisia 5
HU - Ungheria 4
PE - Perù 4
SA - Arabia Saudita 4
BO - Bolivia 3
CL - Cile 3
CZ - Repubblica Ceca 3
DO - Repubblica Dominicana 3
DZ - Algeria 3
GE - Georgia 3
HN - Honduras 3
KE - Kenya 3
NO - Norvegia 3
NP - Nepal 3
SN - Senegal 3
AM - Armenia 2
BH - Bahrain 2
BY - Bielorussia 2
CI - Costa d'Avorio 2
EU - Europa 2
GT - Guatemala 2
HR - Croazia 2
JM - Giamaica 2
KG - Kirghizistan 2
KZ - Kazakistan 2
LB - Libano 2
LV - Lettonia 2
PA - Panama 2
QA - Qatar 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
TT - Trinidad e Tobago 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AE - Emirati Arabi Uniti 1
AL - Albania 1
BF - Burkina Faso 1
BN - Brunei Darussalam 1
BW - Botswana 1
DK - Danimarca 1
EE - Estonia 1
GH - Ghana 1
GP - Guadalupe 1
GR - Grecia 1
KH - Cambogia 1
Totale 12.308
Città #
Singapore 911
San Jose 518
Ashburn 400
Southend 383
Chandler 356
Ho Chi Minh City 301
Hanoi 285
Turin 272
Princeton 227
Boardman 213
Santa Clara 204
Seoul 203
Council Bluffs 180
Hong Kong 180
Houston 174
Dublin 158
Milan 137
Los Angeles 136
Berlin 135
Beijing 122
Dallas 100
Lauterbourg 80
The Dalles 80
Brussels 79
Ann Arbor 77
Izmir 75
Hefei 73
Rome 65
Wilmington 61
San Donato Milanese 56
Tokyo 55
New York 46
Falls Church 45
Palermo 41
Da Nang 39
Haiphong 39
Frankfurt am Main 38
São Paulo 35
Figino 34
Moscow 34
Buffalo 33
Columbus 32
Torino 32
Munich 30
Istanbul 27
Piscataway 26
Woodbridge 26
Jakarta 25
Shanghai 24
Toronto 22
Brescia 21
Guangzhou 20
Naples 18
Changsha 17
Seattle 17
Yubileyny 17
Rio de Janeiro 16
Vienna 16
Lappeenranta 15
Montreal 15
Bangkok 14
Dearborn 14
Nuremberg 14
Amsterdam 13
Baghdad 13
Bologna 13
Hải Dương 13
Norwalk 13
Orem 13
Sheffield 13
Atlanta 12
Can Tho 12
Sofia 12
Washington 12
Cangzhou 11
Miami 11
Quận Ba 11
Belo Horizonte 10
Curitiba 10
Lisbon 10
Rotterdam 10
Tashkent 10
Biên Hòa 9
Bắc Giang 9
Chennai 9
Cleveland 9
Helsinki 9
Johannesburg 9
Nha Trang 9
Redmond 9
Thái Nguyên 9
Addis Ababa 8
Bến Tre 8
Cairo 8
Dhaka 8
Bari 7
Brasília 7
Brooklyn 7
Fairfield 7
Florence 7
Totale 7.508
Nome #
The structural behaviour of hybrid steel-trussed concrete beams: A literature review of experimental tests and theoretical models 290
Analytical Interpretation of the Tensile Behaviour of TRM Composites with Natural Fibres 265
Seismic assessment of masonry cross vaults through non-linear static analyses 259
An application of a reality-based approach for the generation of masonry cross vaults FE block models 244
Experimental testing of two novel stress sensors for SHM of masonry structures 239
Reality-Based FE Block Models of Masonry Cross Vaults: A Real Case Study 237
Seismic behaviour of cross vaults with different brick pattern 237
Numerical Investigation of the Influence of Constructive Aspects on the Structural Behaviour of Masonry Cross Vaults 233
Size effect on flexural strength of notched and un-notched concrete and rock specimens by Finite Fracture Mechanics 231
The Structural Effects of Micro-Geometry on Masonry Vaults 229
Validation of Simplified Micro-models for the Static Analysis of Masonry Arches and Vaults 203
Experimental analysis, numerical and analytical modeling of shear strength mechanisms in Hybrid Steel Trussed Concrete Beams 201
Finite element modelling of a Capacitive Stress Sensor 199
Modelling of FRP and FRCM-confined masonry columns: critical review for design and intervention strategies 196
The REVHEAL Project: Design of Pilot-Scale Prototypes of Masonry Cross Vaults 193
Numerical modelling of masonry vaults with different brick pattern 192
Durability of flax textile-reinforced mortar systems 183
Seismic in-plane displacement capacity of masonry barrel vaults: the role of constructive aspects 180
Path of Knowledge for the Assessment of Structural Safety of the Pisan Tower of the Royal Palace of Palermo in Italy 175
Experimental characterization of friction properties of materials for innovative beam-to-column dissipative connection for low-damage RC structures 172
Replaceable friction device for steel-concrete composite trussed beam-to-RC column joint 172
Seismic response of RC frames with steel-concrete truss beams equipped with beam-to-column and column-to-foundation friction damper connections 171
Preliminary validation of an innovative stress sensor for the Structural Health Monitoring of masonry buildings 170
Beam-to-column friction connection for earthquake-resilient reinforced concrete frames made with hybrid trussed beams 169
A DISSIPATIVE FRICTION DEVICE FOR HYBRID STEEL-TRUSSED-CONCRETE BEAM TO COLUMN CONNECTION 168
The REVHEAL Project: Preliminary FE Simulations of Full-Scale Tests on Masonry Cross Vaults 167
Effectiveness of Flax-TRM composites under traction 167
Analysis of masonry vaults through simplified micro-models 167
Seismic Performance of Earthquake-Resilient RC Frames Made with HSTC Beams and Friction Damper Devices 166
SISTEMA DI DISSIPAZIONE SISMICA PER STRUTTURE EDILI 160
Earthquake-resilient RC buildings with steel-concrete trussed beams and friction dampers 155
Flexural behaviour of calcarenite masonry walls reinforced with FRP sheets 153
Tensile Response and Durability of Flax-TRMs 147
Performance of two innovative stress sensors imbedded in mortar joints of new masonry elements 147
Low-Damage Friction Connections in Hybrid Joints of Frames of Reinforced-Concrete Buildings 145
Innovative connections for steel-concrete-trussed beams: a patented solution 143
ANALISI TEORICO-SPERIMENTALE DEL COMPORTAMENTO A TAGLIO DI TRAVI PREFABBRICATE RETICOLARI MISTE 142
Design of RC joints equipped with hybrid trussed beams and friction dampers 140
Dissipative connections of rc frames with prefabricated steel-trussed-concrete beams 138
Analytical prediction of the flexural response of external rc joints with smooth rebars 136
Effect of Textile Architecture on the Durability of Flax Textile-Reinforced Mortars 133
Stiffness and strength of composite truss beam to R.C. column connection in MRFs 129
Dissipative connections of RC frames with prefabricated steel-trussed-concrete beams 128
Compressive behaviour of eccentrically loaded slender masonry columns confined by FRP 126
Analytical stress-strain law of FRP confined masonry in compression: Literature review and design provisions 124
Modeling of the Shear Connection Capacity of Hybrid Steel Trussed Composite Beams 124
Experimental Investigation of the Shear Response of Precast Steel-Concrete Trussed Beams 118
Indagini teoriche e sperimentali su dissipatori ad attrito per edifici in acciaio in zona sismica 118
Flexural Test on a Full-Scale 60-kW Wind Turbine-Tower Telescopic Steel Pipe 116
Constitutive Numerical Model of FRCM Strips Under Traction 115
Analytical evaluation of steel–concrete composite trussed beam shear capacity 114
Numerical modelling of the tensile behaviour of BFRCM strips 114
Review of push-out and shear response of hybrid steel-trussed concrete beams 114
Computational assessment of the structural performance of concrete beams with encased steel joist 114
Behavior in compression of concrete cylinders externally wrapped with basalt fibers 113
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 113
Computational Study of Failure of Hybrid Steel Trussed Concrete Beams 112
Effect of FRP strengthening on the flexural behaviour of calcarenite masonry walls 109
Shear design of high strength concrete beams in MRFs 106
FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs) 105
R.C. columns strengthened by PBO-FRCM under axial force and bending moment 105
Cyclic behavior of composite truss beam-to-RC column joints in MRFS 105
ANALISI SPERIMENTALE DEL COMPORTAMENTO CICLICO DI NODI DI TRAVI SER E PILASTRI IN C.A 105
A numerical study on the effect of the interface material model on the tensile behaviour of FRCM strips 105
Analytical prediction of the flexural response of external RC joints with smooth rebars 104
Efficacy of PBO-FRCM strengthening of RC columns in MRFs 104
Testing and Modeling of Hybrid Steel-Trussed Concrete Beams in Shear 101
Comparative analysis of shear resisting models for hybrid steel trussed concrete beams 100
Simplified analytical model for flexural response of external R.C. frames with smooth rebars 99
Finite element analysis of the out-of-plane behavior of FRP strengthened masonry panels 97
Evaluation of the shear connection strength of precast hybrid steel-trussed-concrete composite beams 95
Flexural and Shear Resistance of High Strength Concrete Beams 93
An experimental study on the compressive behaviour of calcarenite masonry columns wrapped by fiber reinforced mortar wraps 92
Effect of FRP wraps on the compressive behaviour of slender masonry columns 92
Assessment of push-out test response of hybrid steel trussed-concrete beams by FE model 92
Shear strength of High-strength concrete beams: modeling and design recommendations 91
Shear models of Rc-encased steel joist beams in MRFs 91
Design of friction connections in RC structures with hybrid steel-trussed-concrete beams 91
Modelli per l'interpretazione dei risultati di prove di push-out su travi reticolari miste 90
Characterization of NTRM Systems for the Structural Strengthening of Masonry Cross Vaults 88
Numerical prediction of the shear response of semi-prefabricated steel-concrete trussed beams 87
Stress transfer mechanism investigation in hybrid steel trussed-concrete beams by push-out tests 87
Simplified analytical model for moment–axial force domain in the presence of shear in R.C. members externally strengthened with steel cages 83
Stress transfer and failure mechanisms in steel-concrete trussed beams: Experimental investigation on slab-thick and full-thick beams 82
Numerical analysis of the effects of PBO-FRCM confinement on RC columns 82
Validation of a Shear Model for RC and Hybrid Beams with Two Different Inclinations of Transversal Reinforcement 81
Seismic response of RC frames with HSTC beams endowed with friction damper devices 80
Finite element modeling of the shear behavior of hybrid steel trussed concrete beams 75
Modeling of the shear connection capacity of Hybrid Steel Trussed Composite Beams 75
Pre-damaging test of a full-scale masonry cross vault subjected to in-plane cyclic shear loading: main results and design of the FRCM-based strengthening intervention 55
STRENGTHENING OF MASONRY CROSS-VAULTS UNDER SHEAR SETTLEMENTS: COMPARISON BETWEEN DIFFERENT FRCM SYSTEMS 51
Preliminary dynamic identification of a masonry cross vault 46
Totale 12.650
Categoria #
all - tutte 37.917
article - articoli 15.966
book - libri 0
conference - conferenze 18.912
curatela - curatele 0
other - altro 746
patent - brevetti 481
selected - selezionate 0
volume - volumi 1.328
Totale 75.350


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202113 0 0 0 0 0 0 0 0 0 0 0 13
2021/2022803 56 5 39 13 54 28 81 25 46 24 176 256
2022/20231.285 93 204 14 128 119 198 65 60 219 65 72 48
2023/2024674 37 75 36 34 76 180 27 52 17 21 35 84
2024/20252.196 27 357 74 233 154 196 150 206 271 168 171 189
2025/20266.498 391 314 385 545 325 341 983 464 1.338 742 246 424
Totale 12.650