UNICA IRIS Institutional Research Information System

FENU, LUIGI
 Distribuzione geografica
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Continente #
EU - Europa 141.043
NA - Nord America 7.250
AS - Asia 4.184
SA - Sud America 656
AF - Africa 108
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 7
Totale 153.261
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Nazione #
IT - Italia 138.411
US - Stati Uniti d'America 7.128
SG - Singapore 1.649
CN - Cina 1.455
UA - Ucraina 613
SE - Svezia 497
DE - Germania 474
BR - Brasile 461
VN - Vietnam 327
FI - Finlandia 271
FR - Francia 258
GB - Regno Unito 224
HK - Hong Kong 160
IN - India 117
CA - Canada 80
KR - Corea 77
AR - Argentina 55
IQ - Iraq 50
RU - Federazione Russa 47
BD - Bangladesh 46
TR - Turchia 43
NL - Olanda 42
EC - Ecuador 40
MA - Marocco 36
PK - Pakistan 32
IR - Iran 31
PE - Perù 31
BE - Belgio 30
MY - Malesia 27
CH - Svizzera 25
MX - Messico 25
JP - Giappone 23
ES - Italia 21
PL - Polonia 21
JO - Giordania 20
PT - Portogallo 19
ZA - Sudafrica 19
IE - Irlanda 16
VE - Venezuela 16
CL - Cile 15
PH - Filippine 15
SA - Arabia Saudita 15
ID - Indonesia 14
AU - Australia 13
CO - Colombia 13
UZ - Uzbekistan 13
AT - Austria 12
GR - Grecia 12
TW - Taiwan 12
KE - Kenya 11
AE - Emirati Arabi Uniti 10
TN - Tunisia 10
PY - Paraguay 9
UY - Uruguay 9
TH - Thailandia 8
EG - Egitto 7
AL - Albania 6
DZ - Algeria 6
EU - Europa 6
NP - Nepal 6
RO - Romania 6
AZ - Azerbaigian 5
BO - Bolivia 5
CZ - Repubblica Ceca 5
IL - Israele 5
JM - Giamaica 5
LT - Lituania 5
NG - Nigeria 5
SK - Slovacchia (Repubblica Slovacca) 5
HU - Ungheria 4
BG - Bulgaria 3
BN - Brunei Darussalam 3
CR - Costa Rica 3
HN - Honduras 3
HR - Croazia 3
LB - Libano 3
MK - Macedonia 3
NO - Norvegia 3
SY - Repubblica araba siriana 3
CY - Cipro 2
DK - Danimarca 2
EE - Estonia 2
ET - Etiopia 2
GA - Gabon 2
GE - Georgia 2
KG - Kirghizistan 2
OM - Oman 2
TJ - Tagikistan 2
TT - Trinidad e Tobago 2
AM - Armenia 1
BB - Barbados 1
BF - Burkina Faso 1
BH - Bahrain 1
BW - Botswana 1
CD - Congo 1
CI - Costa d'Avorio 1
CM - Camerun 1
GT - Guatemala 1
GY - Guiana 1
KW - Kuwait 1
Totale 153.247
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Città #
Cagliari 133.453
Uta 3.941
Singapore 752
Chandler 594
Ashburn 561
Woodbridge 518
San Jose 471
Fairfield 464
Dallas 444
Boardman 440
Nyköping 348
Houston 332
Jacksonville 328
Ann Arbor 321
Beijing 278
Frankfurt am Main 248
Wilmington 233
Helsinki 170
Seattle 158
Cambridge 142
Los Angeles 132
Nanjing 131
Hong Kong 129
Santa Clara 128
Hefei 122
Lauterbourg 110
Boston 107
Ho Chi Minh City 103
Milan 92
Dearborn 82
Council Bluffs 80
Buffalo 69
Shanghai 67
The Dalles 67
Seoul 63
Hanoi 61
Redwood City 60
Sassari 51
Guangzhou 46
Shenyang 42
São Paulo 42
Rome 41
Nanchang 37
New York 37
Dong Ket 36
San Diego 32
Changsha 30
Jiaxing 30
Chicago 28
London 28
Verona 28
Casablanca 27
Hebei 27
Mountain View 25
Orem 23
Tianjin 23
Atlanta 22
Chennai 21
Toronto 20
Redondo Beach 19
Baghdad 17
Lima 17
Pune 17
Zhengzhou 17
Florence 16
Ningbo 16
Saint Petersburg 16
Zurich 16
Dublin 15
Montreal 15
Norwalk 15
Palermo 15
Da Nang 14
Brussels 13
Istanbul 13
Munich 13
Rio de Janeiro 13
Tokyo 13
Auburn Hills 12
Brooklyn 12
Columbus 12
Hangzhou 12
Orange 12
Quito 12
Tashkent 12
Turin 12
Bologna 11
Haiphong 11
Jinan 11
Kuala Lumpur 11
Kunming 11
Lappeenranta 11
Manchester 11
Mexico City 11
Ottawa 11
Stockholm 11
Washington 11
Amman 10
Amsterdam 10
Antea 10
Totale 147.032
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Nome #
Funzione, struttura e architettura nell'arte di fare i ponti 5.168
Fracture behaviour of a fibre reinforced earthen material under static and impact flexural loading 4.160
Mechanical response of a fibre reinforced earthen material under static and impact loadings 3.649
FE analysis of the flexural behavior of cementitious composites using the Concrete Damage Plasticity model 2.657
Topology Optimization of a Shell Supported Bridge 2.446
Optimization indexes to identify the optimal design solution of shell-supported bridges 2.323
The optimal shapes of piles in integral abutment bridges 2.267
The recovery of the former University pediatric clinics in Cagliari: a project for the reuse, environmental redevelopment and structural and anti-seismic retrofitting of a modern building in a monumental centre 2.255
Re-qualification and anti-seismic structural adjustment of modern architecture buildings in the historic centresThe case of the former University Paediatric Clinics in Cagliari 2.183
Effect of reinforcing wool fibres on fracture and energy absorption properties of an earthen material 2.106
Adobe in Sardinia. Static and dynamic behaviour of the earthen material and of adobe constructions 2.097
Dynamic Performance Analysis of a Curved Cable-Stayed Bridge Based on the Direct Method and the Sensitivity-Based Iterative Method 2.013
Curved footbridges supported by a shell obtained as an envelope of thrust-lines 1.954
The choice of the rib thickness in the mass-production of ribbed R/C floors 1.902
Dynamic behaviour of cement mortars reinforced with glass and basalt fibres 1.869
Experimental characterization of italian adobe bricks reinforced with straw fibres 1.840
Simplified method to design laterally loaded piles with optimum shape and length 1.779
Evaluation of the fracture behaviour of a fibre reinforced earthen material using digital image correlation 1.740
Ponte in curva sorretto da gusci anticlastici speculari in cemento armato progettati con l’uso del metodo TNA (Thrust Network Analysis) 1.735
Dynamic behaviour of an earthen material under different impact loading conditions 1.730
Experimental characterization of Italian composite adobe bricks reinforced with straw fibers 1.719
Seismic Analysis by Macroelements of Fujian Hakka Tulous, Chinese Circular Earth Constructions Listed in the UNESCO World Heritage List 1.677
Curved deck arch bridges supported by an inclined arch 1.627
Ponti in curva sorretti da griglia di tubi con superficie media di minima area 1.616
Curved footbridges supported by a shell obtained through thrust network analysis 1.556
Disegnare il presente sulle tracce del passato. Restauro e riuso del Castello Siviller di Villasor 1.552
Modi di rottura dei giunti di travi reticolari con aste tubolari 1.551
Optimum shape and length of laterally loaded piles 1.550
Experimental study on K-joints of concrete-filled steel tubular truss structures 1.499
A Heuristic Approach to Identify the Steel Grid Direction of R/C Slabs Using the Yield-Line Method for Analysis 1.491
Post-Peak Behaviour of Ferrocement in Bending: Testing and Modelling. 1.482
Structural Optimization of a Steel Arch Bridge with Genetic Algorithm 1.415
Ponte in curva sorretto da guscio in cemento armato di superficie minima 1.387
Comparative experimental study of dynamic compressive strength of mortar with glass and basalt fibres 1.384
Effect of fibre content on static and dynamic properties of fibre reinforced concrete 1.383
Influence of different reinforcing fibres on the mechanical properties of an earthen material 1.377
Curved shell-supported footbridges 1.356
Energy absorption at high strain rate of glass fiber reinforced mortars 1.328
Failure modes and resistance of k-joints of concrete-filled steel tubular truss structures 1.295
TOPOLOGY OPTIMIZATION OF BRIDGES SUPPORTED BY A CONCRETE SHELL 1.266
Shell supported curved footbridges 1.262
Shell-supported footbridges 1.259
Experimental study on the in-plane response of adobe masonry wallets strengthened with textile reinforced matrix systems 1.250
MECHANICAL BEHAVIOUR OF SOIL STABILIZED WITH DIFFERENT FIBRES FOR EARTHEN CONSTRUCTION” 1.230
null 1.209
Tenacizzazione di manufatti in terra cruda mediante fibre naturali 1.172
On earth stabilization with natural polymers for earth masonry construction 1.165
Time-dependent analysis of precast segmental bridges 1.153
Dynamic behaviour of austenitic stainless steel used for rebars in tension 1.145
Resistance of Welded Joints of Concrete Filled Steel Tubular Truss Girders 1.144
Topology optimization with eigenfrequency of concrete shell bridges 1.138
Comparison of form-finding methods to shape concrete shells for curved footbridges 1.134
Seismic analysis of Fujian Hakka Tulous 1.098
Nonlinear static analysis by finite elements of a Fujian Hakka Tulou 1.093
Shape optimization of an arch bridge by an evolutionary procedure 1.090
Comparison of direct and iterative methods for model updating of a curved cable-stayed bridge using experimental modal data 1.076
Stabilizzazione di elementi in terra cruda con polimeri naturali 1.061
null 1.054
Static behaviour of a prestressed stone arch footbridge 1.048
null 1.048
Sui problemi dell’estensione della normativa tecnica sugli edifici in muratura a quelli in muratura di terra cruda 1.032
Mechanical behaviour of earth stabilised with different fibres for earthen construction 1.009
A nonlinear programming approach in the ultimate design of R/C beam sections including the serviceability requirements 1.004
Fully Stressed Piles and Beams in a Winkler’s Medium, End-loaded by an Orthogonal Force, and with Optimum Length 999
Dynamic characteristics of a curved steel–concrete composite cable-stayed bridge and effects of different design choices 992
Conceptual approach to the design of glass objects from a structural point of view 991
3.4 Consolidmento ed efficientamento energetico 990
Cable optimization of a cable-stayed bridge based on genetic algorithms and the influence matrix method 986
Mechanical behaviour of soil stabilized with different fibres for earthen construction 979
null 942
Relazione fra moduli di deformazione di terreni non coesivi e tensione principale verticale in prove triassiali di compressione-scarico 908
Innovative Stone Arch Footbridges 892
Sull'uso del calcestruzzo alleggerito strutturale per il miglioramento delle caratteristiche delle travi in cemento armato 883
null 881
Tensegrity Footbridges with Arch and Straight Deck: Comparison of their Structural Behaviour 869
Strain rate behaviour in tension of austenitic stainless steel used for reinforcing bars 832
null 826
Architettura e Struttura. Le ‘light structures’ di Jörg Schlaich 820
Steel truss-type arches optimization under multi-load cases 820
Numerical simulation and simplified calculation of the effective slab width for composite cable-stayed bridges 815
Notched columns made of quasi-brittle materials: stability analysis by means of R-curves 813
Combined effect of geometric and fracture instability in the design of glass columns 806
Tensegrity bridge with prestressed deck 799
Le indagini geotecniche nei centri abitati 784
A method of shaping R/C shells with heuristic algorithms and with reference to Musmeci’s work 782
Disegnare il presente sulle tracce del passato. Restauro e Riuso del Castello Siviller di Villasor 748
Instabilità elastica dei pali di fondazione di sezione variabile 746
Nuovo sistema di misura delle variazioni di volume di provini sottoposti a prova triassiale di compressione isotropa 743
Buckling analysis of piles in multi-layered soils 728
Solaio misto legno-calcestruzzo parzialmente prefabbricato 722
On the shaping and construction of footbridges with R/C shell structure 707
On the conceptual design of shell glass footbridges 698
Optimum damping of slender monopole towers by gyroscopic stabilizer 697
null 677
Pali Multiton caricati lateralmente e con spostamento minimo 660
In-plane shear behaviour of adobe masonry wallets strengthened with textile reinforced mortar 647
Sul progetto delle sezioni in cemento armato allo stato limite ultimo vincolato in esercizio al rispetto delle verifiche di fessurazione 630
Solaio composito parzialmente prefabbricato con soletta in calcestruzzo e travi in legno connesse a profilati in acciaio 619
Structural optimization of composite steel trussed-concrete beams 616
On the conceptual design of R/C footbridges with the deck supported by shells of minimal surface 608
Totale 132.913
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Categoria #
all - tutte 197.266
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 197.266
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.805 0 0 0 0 0 0 0 0 0 0 676 1.129
2021/20225.839 676 282 238 523 427 346 326 427 615 568 634 777
2022/202310.111 866 1.262 1.243 798 797 1.125 476 935 613 497 933 566
2023/202414.391 572 492 515 865 1.127 2.591 1.361 1.296 447 1.038 2.261 1.826
2024/202547.126 13.484 14.816 6.015 3.869 2.195 2.430 2.856 159 291 249 245 517
2025/20268.406 392 414 987 854 607 988 1.450 411 666 1.628 9 0
Totale 153.796