PORTO @ Archivio Istituzionale della Ricerca

MONACO, ALESSIA
 Distribuzione geografica
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Continente #
AS - Asia 4.549
NA - Nord America 3.730
EU - Europa 2.818
SA - Sud America 474
AF - Africa 73
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 3
Totale 11.655
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Nazione #
US - Stati Uniti d'America 3.649
SG - Singapore 1.502
VN - Vietnam 1.147
IT - Italia 853
CN - Cina 714
RU - Federazione Russa 469
GB - Regno Unito 468
BR - Brasile 385
DE - Germania 326
KR - Corea 297
HK - Hong Kong 246
IE - Irlanda 161
IN - India 156
FR - Francia 142
TR - Turchia 123
SE - Svezia 87
BE - Belgio 80
JP - Giappone 61
CA - Canada 49
NL - Olanda 49
PH - Filippine 40
TH - Thailandia 34
AT - Austria 30
BD - Bangladesh 30
AR - Argentina 29
ID - Indonesia 28
FI - Finlandia 27
TW - Taiwan 27
MY - Malesia 26
IQ - Iraq 24
ES - Italia 21
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
UZ - Uzbekistan 13
BG - Bulgaria 12
LT - Lituania 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
JO - Giordania 6
PY - Paraguay 6
UY - Uruguay 6
IL - Israele 5
TN - Tunisia 5
CR - Costa Rica 4
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
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
KE - Kenya 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
GR - Grecia 1
KH - Cambogia 1
LY - Libia 1
MK - Macedonia 1
Totale 11.646
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Città #
Singapore 909
San Jose 455
Southend 383
Ashburn 375
Chandler 356
Ho Chi Minh City 301
Hanoi 284
Turin 255
Princeton 227
Seoul 202
Boardman 199
Santa Clara 189
Hong Kong 180
Houston 172
Dublin 158
Council Bluffs 145
Berlin 135
Los Angeles 128
Beijing 121
Dallas 95
Lauterbourg 80
Brussels 79
The Dalles 79
Ann Arbor 77
Izmir 75
Hefei 73
Milan 61
Wilmington 61
San Donato Milanese 56
Tokyo 55
Falls Church 45
Da Nang 39
Haiphong 39
Frankfurt am Main 38
Palermo 37
São Paulo 35
Moscow 34
New York 34
Torino 32
Columbus 31
Munich 30
Istanbul 27
Woodbridge 26
Buffalo 25
Jakarta 25
Rome 24
Shanghai 24
Piscataway 23
Guangzhou 20
Toronto 19
Brescia 18
Changsha 17
Yubileyny 17
Rio de Janeiro 16
Seattle 16
Vienna 16
Lappeenranta 15
Bangkok 14
Dearborn 14
Nuremberg 14
Amsterdam 13
Baghdad 13
Hải Dương 13
Norwalk 13
Sheffield 13
Can Tho 12
Orem 12
Sofia 12
Washington 12
Atlanta 11
Cangzhou 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
Miami 9
Nha Trang 9
Redmond 9
Thái Nguyên 9
Addis Ababa 8
Bến Tre 8
Cairo 8
Dhaka 8
Montreal 8
Naples 8
Fairfield 7
Redondo Beach 7
Roorkee 7
Tianjin 7
Vĩnh Long 7
Xi'an 7
Amman 6
Totale 7.111
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Nome #
Seismic assessment of masonry cross vaults through non-linear static analyses 252
Analytical Interpretation of the Tensile Behaviour of TRM Composites with Natural Fibres 250
Numerical Investigation of the Influence of Constructive Aspects on the Structural Behaviour of Masonry Cross Vaults 231
Experimental testing of two novel stress sensors for SHM of masonry structures 230
The Structural Effects of Micro-Geometry on Masonry Vaults 227
An application of a reality-based approach for the generation of masonry cross vaults FE block models 221
Seismic behaviour of cross vaults with different brick pattern 221
Reality-Based FE Block Models of Masonry Cross Vaults: A Real Case Study 219
The structural behaviour of hybrid steel-trussed concrete beams: A literature review of experimental tests and theoretical models 213
Size effect on flexural strength of notched and un-notched concrete and rock specimens by Finite Fracture Mechanics 212
Validation of Simplified Micro-models for the Static Analysis of Masonry Arches and Vaults 200
Experimental analysis, numerical and analytical modeling of shear strength mechanisms in Hybrid Steel Trussed Concrete Beams 198
Numerical modelling of masonry vaults with different brick pattern 189
Finite element modelling of a Capacitive Stress Sensor 187
Modelling of FRP and FRCM-confined masonry columns: critical review for design and intervention strategies 183
Seismic in-plane displacement capacity of masonry barrel vaults: the role of constructive aspects 174
The REVHEAL Project: Design of Pilot-Scale Prototypes of Masonry Cross Vaults 170
Seismic response of RC frames with steel-concrete truss beams equipped with beam-to-column and column-to-foundation friction damper connections 168
Beam-to-column friction connection for earthquake-resilient reinforced concrete frames made with hybrid trussed beams 167
Durability of flax textile-reinforced mortar systems 166
Analysis of masonry vaults through simplified micro-models 166
Seismic Performance of Earthquake-Resilient RC Frames Made with HSTC Beams and Friction Damper Devices 164
Path of Knowledge for the Assessment of Structural Safety of the Pisan Tower of the Royal Palace of Palermo in Italy 162
Replaceable friction device for steel-concrete composite trussed beam-to-RC column joint 160
A DISSIPATIVE FRICTION DEVICE FOR HYBRID STEEL-TRUSSED-CONCRETE BEAM TO COLUMN CONNECTION 159
Experimental characterization of friction properties of materials for innovative beam-to-column dissipative connection for low-damage RC structures 156
Preliminary validation of an innovative stress sensor for the Structural Health Monitoring of masonry buildings 156
The REVHEAL Project: Preliminary FE Simulations of Full-Scale Tests on Masonry Cross Vaults 152
Flexural behaviour of calcarenite masonry walls reinforced with FRP sheets 152
Effectiveness of Flax-TRM composites under traction 149
Performance of two innovative stress sensors imbedded in mortar joints of new masonry elements 146
ANALISI TEORICO-SPERIMENTALE DEL COMPORTAMENTO A TAGLIO DI TRAVI PREFABBRICATE RETICOLARI MISTE 142
Low-Damage Friction Connections in Hybrid Joints of Frames of Reinforced-Concrete Buildings 141
Dissipative connections of rc frames with prefabricated steel-trussed-concrete beams 138
Design of RC joints equipped with hybrid trussed beams and friction dampers 138
SISTEMA DI DISSIPAZIONE SISMICA PER STRUTTURE EDILI 136
Analytical prediction of the flexural response of external rc joints with smooth rebars 132
Tensile Response and Durability of Flax-TRMs 131
Innovative connections for steel-concrete-trussed beams: a patented solution 130
Earthquake-resilient RC buildings with steel-concrete trussed beams and friction dampers 128
Stiffness and strength of composite truss beam to R.C. column connection in MRFs 128
Compressive behaviour of eccentrically loaded slender masonry columns confined by FRP 126
Dissipative connections of RC frames with prefabricated steel-trussed-concrete beams 126
Modeling of the Shear Connection Capacity of Hybrid Steel Trussed Composite Beams 124
Analytical stress-strain law of FRP confined masonry in compression: Literature review and design provisions 123
Effect of Textile Architecture on the Durability of Flax Textile-Reinforced Mortars 121
Experimental Investigation of the Shear Response of Precast Steel-Concrete Trussed Beams 117
Indagini teoriche e sperimentali su dissipatori ad attrito per edifici in acciaio in zona sismica 115
Constitutive Numerical Model of FRCM Strips Under Traction 115
Analytical evaluation of steel–concrete composite trussed beam shear capacity 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
Numerical modelling of the tensile behaviour of BFRCM strips 113
Computational assessment of the structural performance of concrete beams with encased steel joist 113
Computational Study of Failure of Hybrid Steel Trussed Concrete Beams 112
Flexural Test on a Full-Scale 60-kW Wind Turbine-Tower Telescopic Steel Pipe 112
Review of push-out and shear response of hybrid steel-trussed concrete beams 112
Effect of FRP strengthening on the flexural behaviour of calcarenite masonry walls 107
ANALISI SPERIMENTALE DEL COMPORTAMENTO CICLICO DI NODI DI TRAVI SER E PILASTRI IN C.A 105
Analytical prediction of the flexural response of external RC joints with smooth rebars 104
FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs) 104
Cyclic behavior of composite truss beam-to-RC column joints in MRFS 104
Efficacy of PBO-FRCM strengthening of RC columns in MRFs 103
R.C. columns strengthened by PBO-FRCM under axial force and bending moment 101
A numerical study on the effect of the interface material model on the tensile behaviour of FRCM strips 101
Shear design of high strength concrete beams in MRFs 100
Testing and Modeling of Hybrid Steel-Trussed Concrete Beams in Shear 99
Comparative analysis of shear resisting models for hybrid steel trussed concrete beams 99
Finite element analysis of the out-of-plane behavior of FRP strengthened masonry panels 97
Simplified analytical model for flexural response of external R.C. frames with smooth rebars 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 92
Effect of FRP wraps on the compressive behaviour of slender masonry columns 92
An experimental study on the compressive behaviour of calcarenite masonry columns wrapped by fiber reinforced mortar wraps 91
Assessment of push-out test response of hybrid steel trussed-concrete beams by FE model 91
Shear models of Rc-encased steel joist beams in MRFs 91
Shear strength of High-strength concrete beams: modeling and design recommendations 90
Design of friction connections in RC structures with hybrid steel-trussed-concrete beams 90
Modelli per l'interpretazione dei risultati di prove di push-out su travi reticolari miste 89
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
Seismic response of RC frames with HSTC beams endowed with friction damper devices 80
Validation of a Shear Model for RC and Hybrid Beams with Two Different Inclinations of Transversal Reinforcement 79
Modeling of the shear connection capacity of Hybrid Steel Trussed Composite Beams 74
Finite element modeling of the shear behavior of hybrid steel trussed concrete beams 73
Characterization of NTRM Systems for the Structural Strengthening of Masonry Cross Vaults 38
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 25
STRENGTHENING OF MASONRY CROSS-VAULTS UNDER SHEAR SETTLEMENTS: COMPARISON BETWEEN DIFFERENT FRCM SYSTEMS 22
Preliminary dynamic identification of a masonry cross vault 19
Totale 11.986
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Categoria #
all - tutte 35.589
article - articoli 15.135
book - libri 0
conference - conferenze 17.600
curatela - curatele 0
other - altro 714
patent - brevetti 444
selected - selezionate 0
volume - volumi 1.233
Totale 70.715
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202130 0 0 0 0 0 0 0 0 0 0 17 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
2025/20265.834 391 314 385 545 325 341 983 464 1.338 742 6 0
Totale 11.986