RIZZO, FABIO
 Distribuzione geografica
Continente #
EU - Europa 190
NA - Nord America 60
AS - Asia 51
AF - Africa 21
OC - Oceania 2
SA - Sud America 1
Totale 325
Nazione #
IT - Italia 104
US - Stati Uniti d'America 53
FR - Francia 30
IN - India 14
SE - Svezia 14
IE - Irlanda 10
VN - Vietnam 8
EG - Egitto 7
MA - Marocco 6
HU - Ungheria 5
MX - Messico 5
GR - Grecia 4
JP - Giappone 4
KE - Kenya 4
NL - Olanda 4
PH - Filippine 4
PL - Polonia 4
AF - Afghanistan, Repubblica islamica di 3
DE - Germania 3
HK - Hong Kong 3
SY - Repubblica araba siriana 3
AE - Emirati Arabi Uniti 2
AU - Australia 2
BG - Bulgaria 2
CA - Canada 2
CN - Cina 2
FI - Finlandia 2
GB - Regno Unito 2
SA - Arabia Saudita 2
TW - Taiwan 2
BE - Belgio 1
CM - Camerun 1
ES - Italia 1
HR - Croazia 1
IQ - Iraq 1
IR - Iran 1
IS - Islanda 1
KR - Corea 1
NA - Namibia 1
NG - Nigeria 1
PT - Portogallo 1
QA - Qatar 1
SK - Slovacchia (Repubblica Slovacca) 1
TZ - Tanzania 1
UY - Uruguay 1
Totale 325
Città #
Chieti 45
Francavilla Al Mare 21
Ashburn 17
Stockholm 14
Dublin 10
Boardman 6
Dong Ket 6
Paris 5
Council Bluffs 4
Kastoria 4
Milan 4
Nairobi 4
Pescara 4
Tokyo 4
Amsterdam 3
Lucknow 3
Patna 3
Pune 3
San Jose 3
Sunnyvale 3
Brest 2
Cairo 2
Central 2
Chester 2
Chongqing 2
Dubai 2
Frankfurt am Main 2
Frattamaggiore 2
Helsinki 2
Hobart 2
Indore 2
Jeddah 2
Kenitra 2
Meknes 2
Mountain View 2
Naples 2
Perugia 2
Prince George 2
Seattle 2
Sofia 2
Veracruz 2
Abuja 1
Ancona 1
Antequera 1
Arusha 1
Atlanta 1
Baghdad 1
Basking Ridge 1
Budapest 1
Cambridge 1
Carate Brianza 1
Casablanca 1
Catania 1
Cebu City 1
Chennai 1
Codogno 1
Cookstown 1
Damanhur 1
Davao City 1
Doha 1
Dortmund 1
Esposende 1
Ho Chi Minh City 1
Hong Kong 1
Kanpur 1
Kaohsiung City 1
Košice 1
Lahug 1
Lodrino 1
Montevideo 1
New York 1
Noblesville 1
Novate Milanese 1
Palermo 1
Palma Campania 1
Pirri 1
Pontedera 1
Qui Nhon 1
Quistello 1
Reykjavik 1
Rillaar 1
Rome 1
Salé 1
Seoul 1
Slough 1
Taipei 1
Thiruvananthapuram 1
Trento 1
Windhoek 1
Totale 256
Nome #
Design pressure coefficients for circular and elliptical plan structures with hyperbolic paraboloid roof, file e4233f19-572b-2860-e053-6605fe0a460a 54
Seismic retrofit of a multispan prestressed concrete girder bridge with friction pendulum devices, file e4233f17-3d73-2860-e053-6605fe0a460a 35
Time-Dependent Corrosion Wastage Model for Wrought Iron Structures, file e4233f19-75e3-2860-e053-6605fe0a460a 33
Peak factor statistics of wind effects for hyperbolic paraboloid roofs, file e4233f19-5e94-2860-e053-6605fe0a460a 28
Predicting the flutter speed of a pedestrian suspension bridge through examination of laboratory experimental errors, file e4233f19-5293-2860-e053-6605fe0a460a 23
Aeroelastic response of suspended pedestrian bridges made of laminated wood and hemp, file e4233f18-acbc-2860-e053-6605fe0a460a 22
Tourist Living on Off-Shore Wind Turbine: Floating Anchorage Design and Wind/Wave – Structure Interaction Study, file e4233f18-ce8a-2860-e053-6605fe0a460a 22
Probabilistic estimate of indoor radon distribution in Abruzzo (central Italy): comparison of different statistical methods, file e4233f17-6d6b-2860-e053-6605fe0a460a 13
Deformable polyurethane joints and fibre grids for resilient seismic performance of reinforced concrete frames with orthoblock brick infills, file e4233f18-dd65-2860-e053-6605fe0a460a 11
Tensile Structures of Cables Net, Guidelines to Design and Applications, file e4233f18-c1fe-2860-e053-6605fe0a460a 10
Modeling of Screw-Dental Structure Interaction: First Step Toward Finite Element Analysis, file e4233f17-c9a2-2860-e053-6605fe0a460a 9
Time-Dependent Corrosion Wastage Model for Wrought Iron Structures, file e4233f17-3dba-2860-e053-6605fe0a460a 8
Pressure modes for hyperbolic paraboloid roofs, file e4233f18-a968-2860-e053-6605fe0a460a 8
Investigation of the time dependence of wind-induced aeroelastic response on a scale model of a high-rise building, file e4233f18-bb17-2860-e053-6605fe0a460a 7
Sensitivity investigation on the pressure coefficients non-dimensionalization, file e4233f18-e202-2860-e053-6605fe0a460a 7
Predicting the flutter speed of a pedestrian suspension bridge through examination of laboratory experimental errors, file e4233f17-f8b8-2860-e053-6605fe0a460a 6
null, file e4233f19-1428-2860-e053-6605fe0a460a 5
null, file e4233f18-d2c5-2860-e053-6605fe0a460a 4
null, file e4233f19-6a68-2860-e053-6605fe0a460a 4
Investigation of wind-induced dynamics of a cable net roof with aeroelastic wind tunnel tests, file e4233f18-a969-2860-e053-6605fe0a460a 3
Design pressure coefficients for circular and elliptical plan structures with hyperbolic paraboloid roof, file e4233f18-b01a-2860-e053-6605fe0a460a 3
Peak factor statistics of wind effects for hyperbolic paraboloid roofs, file e4233f18-b0ae-2860-e053-6605fe0a460a 3
Examination of experimental errors in Scanlan derivatives of a closed-box bridge deck, file e4233f17-3d71-2860-e053-6605fe0a460a 2
Experimental error analysis of dynamic properties for a reduced-scale high-rise building model and implications on full-scale behaviour, file e4233f18-7d13-2860-e053-6605fe0a460a 2
Artificial Neural Network model to predict the flutter velocity of suspension bridges, file e4233f18-9a58-2860-e053-6605fe0a460a 2
Investigation of wind induced vibration and acoustic performance interactions for a flexible roof through multiphysics approach, file e4233f18-0040-2860-e053-6605fe0a460a 1
Wind-induced vibration mitigation of video screen rooms in high-rise buildings, file e4233f18-7ede-2860-e053-6605fe0a460a 1
Shape dependence of wind pressure peak factor statistics in hyperbolic paraboloid roofs, file e4233f18-e201-2860-e053-6605fe0a460a 1
Totale 327
Categoria #
all - tutte 1.849
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 1.849


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202118 0 3 0 0 0 0 0 0 0 3 3 9
2021/202274 3 3 13 5 0 0 6 1 3 6 3 31
2022/2023102 0 4 3 0 12 15 11 2 5 10 33 7
2023/2024133 8 9 6 8 5 38 13 11 23 12 0 0
Totale 327