UNICA IRIS Institutional Research Information System

FENU, LUIGI
 Distribuzione geografica
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Continente #
EU - Europa 87.038
NA - Nord America 4.753
AS - Asia 883
SA - Sud America 50
AF - Africa 14
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 6
Totale 92.755
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Nazione #
IT - Italia 85.261
US - Stati Uniti d'America 4.709
UA - Ucraina 603
CN - Cina 597
SE - Svezia 418
DE - Germania 194
GB - Regno Unito 164
FI - Finlandia 151
FR - Francia 102
IN - India 49
SG - Singapore 46
CA - Canada 42
VN - Vietnam 37
RU - Federazione Russa 31
TR - Turchia 28
BE - Belgio 26
IR - Iran 24
PE - Perù 21
MY - Malesia 16
EC - Ecuador 15
HK - Hong Kong 15
IQ - Iraq 15
NL - Olanda 15
PT - Portogallo 12
AU - Australia 11
KR - Corea 11
ES - Italia 10
CH - Svizzera 9
BR - Brasile 8
GR - Grecia 8
IE - Irlanda 8
JO - Giordania 8
JP - Giappone 8
PL - Polonia 8
EU - Europa 6
TW - Taiwan 6
EG - Egitto 5
SA - Arabia Saudita 5
AL - Albania 4
ID - Indonesia 4
RO - Romania 4
AE - Emirati Arabi Uniti 3
AT - Austria 3
ZA - Sudafrica 3
BG - Bulgaria 2
CL - Cile 2
MA - Marocco 2
MX - Messico 2
NG - Nigeria 2
NO - Norvegia 2
NP - Nepal 2
PH - Filippine 2
PK - Pakistan 2
SK - Slovacchia (Repubblica Slovacca) 2
TH - Thailandia 2
VE - Venezuela 2
BF - Burkina Faso 1
BO - Bolivia 1
CO - Colombia 1
CY - Cipro 1
GE - Georgia 1
HU - Ungheria 1
MU - Mauritius 1
UZ - Uzbekistan 1
Totale 92.755
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Città #
Cagliari 84.440
Chandler 594
Woodbridge 517
Fairfield 462
Nyköping 346
Houston 331
Jacksonville 326
Ann Arbor 321
Ashburn 235
Wilmington 232
Boardman 171
Seattle 152
Cambridge 142
Nanjing 127
Beijing 109
Boston 102
Dearborn 82
Helsinki 64
Milan 64
Redwood City 60
Shanghai 49
Sassari 44
Shenyang 42
Nanchang 37
Dong Ket 36
San Diego 32
Verona 28
Hebei 27
Jiaxing 27
Guangzhou 26
Rome 25
Mountain View 23
Changsha 21
London 18
Ningbo 16
Pune 16
Saint Petersburg 16
Zhengzhou 16
Norwalk 15
Palermo 15
Florence 14
Toronto 14
Atlanta 13
Chicago 13
Lima 13
Auburn Hills 12
Brussels 12
Orange 12
Istanbul 11
Jinan 11
Ottawa 11
Tianjin 11
Antea 10
Berlin 10
Caltanissetta 10
Kunming 10
Los Angeles 10
Putignano 10
Sturgeon Falls 10
Torino 10
Catania 9
Genoa 9
Hangzhou 9
Monastir 8
Gurgaon 7
Napoli 7
Redmond 7
Santa Rosa 7
Athens 6
Dublin 6
Gent 6
Grenoble 6
Hefei 6
Indiana 6
Klang 6
Porto 6
Torralba 6
Bologna 5
Borås 5
Central District 5
Falls Church 5
Fremont 5
Kuala Lumpur 5
Singapore 5
Spiazzo 5
Stockholm 5
Zurich 5
Arequipa 4
Bethlehem 4
Brescia 4
Central 4
Chengdu 4
Chennai 4
Leawood 4
Macomer 4
Olbia 4
Parma 4
Phoenix 4
Sìnnai 4
Tirana 4
Totale 89.852
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Nome #
Fracture behaviour of a fibre reinforced earthen material under static and impact flexural loading 3.761
Mechanical response of a fibre reinforced earthen material under static and impact loadings 2.946
FE analysis of the flexural behavior of cementitious composites using the Concrete Damage Plasticity model 1.758
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 1.741
Re-qualification and anti-seismic structural adjustment of modern architecture buildings in the historic centresThe case of the former University Paediatric Clinics in Cagliari 1.727
Adobe in Sardinia. Static and dynamic behaviour of the earthen material and of adobe constructions 1.674
Dynamic behaviour of cement mortars reinforced with glass and basalt fibres 1.483
Optimization indexes to identify the optimal design solution of shell-supported bridges 1.479
Ponte in curva sorretto da gusci anticlastici speculari in cemento armato progettati con l’uso del metodo TNA (Thrust Network Analysis) 1.357
Effect of reinforcing wool fibres on fracture and energy absorption properties of an earthen material 1.331
Experimental characterization of Italian composite adobe bricks reinforced with straw fibers 1.321
The optimal shapes of piles in integral abutment bridges 1.309
Disegnare il presente sulle tracce del passato. Restauro e riuso del Castello Siviller di Villasor 1.295
Modi di rottura dei giunti di travi reticolari con aste tubolari 1.249
Seismic Analysis by Macroelements of Fujian Hakka Tulous, Chinese Circular Earth Constructions Listed in the UNESCO World Heritage List 1.239
null 1.209
Dynamic behaviour of an earthen material under different impact loading conditions 1.204
Curved footbridges supported by a shell obtained through thrust network analysis 1.202
Curved footbridges supported by a shell obtained as an envelope of thrust-lines 1.189
Simplified method to design laterally loaded piles with optimum shape and length 1.174
Curved deck arch bridges supported by an inclined arch 1.156
Experimental study on K-joints of concrete-filled steel tubular truss structures 1.111
Energy absorption at high strain rate of glass fiber reinforced mortars 1.104
Optimum shape and length of laterally loaded piles 1.101
null 1.075
null 1.054
Post-Peak Behaviour of Ferrocement in Bending: Testing and Modelling. 1.033
Comparative experimental study of dynamic compressive strength of mortar with glass and basalt fibres 1.004
TOPOLOGY OPTIMIZATION OF BRIDGES SUPPORTED BY A CONCRETE SHELL 993
Shell supported curved footbridges 984
Effect of fibre content on static and dynamic properties of fibre reinforced concrete 971
Failure modes and resistance of k-joints of concrete-filled steel tubular truss structures 971
A Heuristic Approach to Identify the Steel Grid Direction of R/C Slabs Using the Yield-Line Method for Analysis 959
Experimental characterization of italian adobe bricks reinforced with straw fibres 956
null 942
Influence of different reinforcing fibres on the mechanical properties of an earthen material 940
Ponti in curva sorretti da griglia di tubi con superficie media di minima area 936
Curved shell-supported footbridges 929
Ponte in curva sorretto da guscio in cemento armato di superficie minima 924
Topology optimization with eigenfrequency of concrete shell bridges 919
Resistance of Welded Joints of Concrete Filled Steel Tubular Truss Girders 915
Optimization of Calatrava Bridge in Venice 906
Dynamic behaviour of austenitic stainless steel used for rebars in tension 904
MECHANICAL BEHAVIOUR OF SOIL STABILIZED WITH DIFFERENT FIBRES FOR EARTHEN CONSTRUCTION” 900
null 881
Static behaviour of a prestressed stone arch footbridge 854
On earth stabilization with natural polymers for earth masonry construction 816
Evaluation of the fracture behaviour of a fibre reinforced earthen material using digital image correlation 801
Shell-supported footbridges 769
Tenacizzazione di manufatti in terra cruda mediante fibre naturali 764
Sull'uso del calcestruzzo alleggerito strutturale per il miglioramento delle caratteristiche delle travi in cemento armato 747
Conceptual approach to the design of glass objects from a structural point of view 743
Shape optimization of an arch bridge by an evolutionary procedure 718
Time-dependent analysis of precast segmental bridges 702
Nonlinear static analysis by finite elements of a Fujian Hakka Tulou 661
Stabilizzazione di elementi in terra cruda con polimeri naturali 654
Tensegrity Footbridges with Arch and Straight Deck: Comparison of their Structural Behaviour 648
Seismic analysis of Fujian Hakka Tulous 641
Notched columns made of quasi-brittle materials: stability analysis by means of R-curves 623
Structural Optimization of a Steel Arch Bridge with Genetic Algorithm 611
Strain rate behaviour in tension of austenitic stainless steel used for reinforcing bars 593
Innovative Stone Arch Footbridges 583
xperimental in-plane lateral response of a full-scale adobe masonry wall with opening 564
Experimental study on the in-plane response of adobe masonry wallets strengthened with textile reinforced matrix systems 536
Mechanical behaviour of soil stabilized with different fibres for earthen construction 522
Fully Stressed Piles and Beams in a Winkler’s Medium, End-loaded by an Orthogonal Force, and with Optimum Length 518
Solaio misto legno-calcestruzzo parzialmente prefabbricato 517
null 508
Tensegrity bridge with prestressed deck 508
Comparison of form-finding methods to shape concrete shells for curved footbridges 503
Cable optimization of a cable-stayed bridge based on genetic algorithms and the influence matrix method 492
Optimum design of an arched truss under vertical and horizontal multi-load cases 482
Sul progetto delle sezioni in cemento armato allo stato limite ultimo vincolato in esercizio al rispetto delle verifiche di fessurazione 474
Funzione, struttura e architettura nell'arte di fare i ponti 473
Instabilità elastica dei pali di fondazione di sezione variabile 467
A new multi-span arch bridge over the Piave River in Venice: conceptual design and structural optimization 461
Optimum design of beams surrounded by a Winkler medium 460
Sulla scelta della larghezza delle nervature nella produzione dei solai misti in calcestruzzo armato e laterizio 458
null 449
Sull’utilizzo di un metodo random nell’analisi strutturale col metodo delle linee di rottura di piastre in cemento armato 446
Topology Optimization of a Shell Supported Bridge 445
null 441
Nuovo sistema di misura delle variazioni di volume di provini sottoposti a prova triassiale di compressione isotropa 437
Relazione fra moduli di deformazione di terreni non coesivi e tensione principale verticale in prove triassiali di compressione-scarico 430
Sul progetto delle sezioni in cemento armato allo stato limite ultimo vincolato alla limitazione del livello delle tensioni in esercizio 429
Dynamic behaviour of the Curved Cable-Stayed Bridge in Venice under different design choices 424
Sui problemi dell’estensione della normativa tecnica sugli edifici in muratura a quelli in muratura di terra cruda 418
Geotechnical problems and lessons from engineering works in the historic centre of Cagliari 412
3.4 Consolidmento ed efficientamento energetico 407
Un’applicazione del calcolo delle variazioni allo studio della spinta delle terre 406
Le indagini geotecniche nei centri abitati 402
Instabilità elastica dei pali di fondazione in terreni stratificati 400
Proposta di un nuovo sistema di misura delle variazioni di volume di provini sottoposti a prova triassiale 399
Comportamento meccanico dei terreni parzialmente saturi 398
On the characteristics of optimum beams with optimum length surrounded by a Winkler’s medium 392
On the conceptual design of R/C footbridges with the deck supported by shells of minimal surface 390
Optimum damping of slender monopole towers by gyroscopic stabilizer 385
Architettura e Struttura. Le ‘light structures’ di Jörg Schlaich 379
Influenza sul tipo di fibre sul comportamento meccanico della terra cruda per costruzioni in muratura 377
Instabilità elastica di aste di sezione variabile 372
Totale 85.125
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Categoria #
all - tutte 116.033
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 116.033
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019838 0 0 0 0 0 0 0 0 0 243 321 274
2019/202016.110 963 480 96 504 5.371 3.529 2.287 546 490 375 588 881
2020/202125.225 1.015 810 1.564 6.149 5.536 2.984 2.944 1.356 348 719 673 1.127
2021/20225.828 675 281 238 523 427 340 325 426 615 567 634 777
2022/202310.038 862 1.262 1.242 794 790 1.120 471 923 604 490 919 561
2023/20249.653 569 487 513 859 1.117 2.569 1.329 1.289 441 480 0 0
Totale 93.179