PILUSO, Vincenzo
 Distribuzione geografica
Continente #
EU - Europa 118
AS - Asia 42
NA - Nord America 19
AF - Africa 9
Totale 188
Nazione #
IT - Italia 84
US - Stati Uniti d'America 19
FR - Francia 16
IR - Iran 10
VN - Vietnam 6
CN - Cina 5
CH - Svizzera 4
EG - Egitto 4
HK - Hong Kong 4
IN - India 4
CZ - Repubblica Ceca 3
PH - Filippine 3
UA - Ucraina 3
DE - Germania 2
DZ - Algeria 2
IQ - Iraq 2
KE - Kenya 2
NL - Olanda 2
TH - Thailandia 2
TR - Turchia 2
BD - Bangladesh 1
GR - Grecia 1
IE - Irlanda 1
JP - Giappone 1
KH - Cambogia 1
LK - Sri Lanka 1
MA - Marocco 1
PL - Polonia 1
SE - Svezia 1
Totale 188
Città #
Salerno 23
Ashburn 8
Casoria 5
Cairo 4
Fleming Island 4
Milan 4
Zurich 4
Hanoi 3
Baghdad 2
Bangkok 2
Cainta 2
Chengdu 2
Dellys 2
Diyarbakır 2
Frankfurt am Main 2
Nairobi 2
Naples 2
Napoli 2
Rome 2
Angeles City 1
Anjo 1
Athens 1
Bogra 1
Brescia 1
Brusciano 1
Caserta 1
Cisterna 1
Da Nang 1
Deruta 1
Dublin 1
Hyderabad 1
Kenitra 1
Kohuwala 1
Lit 1
Mondragone 1
Montecorvino Pugliano 1
Nagercoil 1
Phnom Penh 1
Prato 1
Pune 1
Qui Nhon 1
Ropczyce 1
Vũng Tàu 1
Totale 101
Nome #
Design of full-strength full-ductility extended end-plate beam-to-column joints, file e2915b35-c224-8981-e053-6605fe0a83a3 34
Probabilistic Theory of Plastic Mechanism Control for Steel Moment Resisting Frames, file e2915b35-6700-8981-e053-6605fe0a83a3 30
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads, file e2915b35-dbe8-8981-e053-6605fe0a83a3 20
Advances in theory of plastic mechanism control: closed form solution for MR-Frames, file e2915b31-7560-8981-e053-6605fe0a83a3 12
Advances in theory of plastic mechanism control: closed form solution for MR-Frames, file e2915b35-6584-8981-e053-6605fe0a83a3 12
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’, file e2915b35-79fe-8981-e053-6605fe0a83a3 12
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads, file e2915b34-c351-8981-e053-6605fe0a83a3 8
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers, file e2915b35-d532-8981-e053-6605fe0a83a3 8
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’, file e2915b35-2d1a-8981-e053-6605fe0a83a3 7
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability, file e2915b35-b412-8981-e053-6605fe0a83a3 6
Critical issues in parametric calibration of cyclic models for steel members, file e2915b34-a2b8-8981-e053-6605fe0a83a3 5
Critical issues in parametric calibration of cyclic models for steel members, file e2915b35-d983-8981-e053-6605fe0a83a3 5
Rotational behaviour of column base plate connections: Experimental analysis and modelling, file e2915b31-bd9d-8981-e053-6605fe0a83a3 4
Analysis and Modelling of CFT Members: Moment Curvature Analysis, file e2915b31-709e-8981-e053-6605fe0a83a3 3
Design of full-strength full-ductility extended end-plate beam-to-column joints, file e2915b34-9e7a-8981-e053-6605fe0a83a3 3
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability, file e2915b34-b79c-8981-e053-6605fe0a83a3 3
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers, file e2915b34-fcbb-8981-e053-6605fe0a83a3 3
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’, file e2915b35-5e74-8981-e053-6605fe0a83a3 3
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification, file 5bf81292-0704-4a91-a65a-78774d1f961a 2
Ultimate Behaviour of Steel Beams under Non-Uniform Bending, file e2915b31-c80f-8981-e053-6605fe0a83a3 2
Removable friction dampers for low-damage steel beam-to-column joints, file e2915b34-fe84-8981-e053-6605fe0a83a3 2
Influence of design Criteria on the seismic Reliability of X-Braced Frames, file e2915b31-05a4-8981-e053-6605fe0a83a3 1
Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme, file e2915b31-c757-8981-e053-6605fe0a83a3 1
Design of full-strength full-ductility extended end-plate beam-to-column joints, file e2915b34-cac1-8981-e053-6605fe0a83a3 1
null, file e2915b35-07cb-8981-e053-6605fe0a83a3 1
Totale 188
Categoria #
all - tutte 607
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 607


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202114 0 0 0 0 2 0 0 0 6 6 0 0
2021/202238 0 0 0 0 0 0 0 0 0 0 38 0
2022/202359 0 0 5 0 7 11 13 2 8 6 5 2
2023/202467 4 7 11 6 5 2 15 13 4 0 0 0
Totale 188