LAMBERTI, MARCO
 Distribuzione geografica
Continente #
EU - Europa 64
AS - Asia 39
NA - Nord America 19
AF - Africa 3
OC - Oceania 2
Totale 127
Nazione #
IT - Italia 26
US - Stati Uniti d'America 15
FR - Francia 12
HK - Hong Kong 10
IN - India 8
GB - Regno Unito 7
NL - Olanda 6
CA - Canada 4
IQ - Iraq 4
JP - Giappone 4
PL - Polonia 4
AE - Emirati Arabi Uniti 3
TH - Thailandia 3
UA - Ucraina 3
AU - Australia 2
BG - Bulgaria 2
DE - Germania 2
DZ - Algeria 2
RU - Federazione Russa 2
SA - Arabia Saudita 2
TR - Turchia 2
CN - Cina 1
KR - Corea 1
NG - Nigeria 1
PK - Pakistan 1
Totale 127
Città #
Central 7
Ashburn 5
Baghdad 4
Sturgeon Falls 4
Abu Dhabi 3
Royal Leamington Spa 3
Salerno 3
Amsterdam 2
Chennai 2
Council Bluffs 2
Gdansk 2
Irvine 2
London 2
Moscow 2
Riyadh 2
Troyan Municipality 2
Aachen 1
Bangkok 1
Bengaluru 1
Cesa 1
Cisterna 1
Clifton 1
Columbus 1
Delhi 1
Doncaster 1
Eunpyeong-gu 1
Fisciano 1
Fleming Island 1
Florence 1
Frankfurt am Main 1
Hyderabad 1
Izmir 1
Karachi 1
Kochi 1
Marietta 1
Melbourne 1
Meram 1
Nakhon Ratchasima 1
Nonthaburi 1
Oran 1
Paris 1
Perth 1
Port Harcourt 1
Pune 1
Rayleigh 1
Rome 1
Shanghai 1
Turin 1
Warsaw 1
Wroclaw 1
ash-Shalif 1
Totale 82
Nome #
Strength and stiffness of adhesively bonded GFRP beam-column moment resisting connections, file e2915b35-2854-8981-e053-6605fe0a83a3 29
GFRP hollow column to built-up beam adhesive connection: Mechanical behaviour under quasi-static, cyclic and fatigue loading, file e2915b35-0f52-8981-e053-6605fe0a83a3 18
A closed-form equation for the local buckling moment of pultruded FRP I-beams in major-axis bending, file e2915b35-5e89-8981-e053-6605fe0a83a3 14
On the flexural behaviour of GFRP beams obtained by bonding simple panels: An experimental investigation, file e2915b31-759e-8981-e053-6605fe0a83a3 13
FE modelling of buckling and postbuckling of pultruded FRP built-up columns with closely spaced profiles, file e2915b32-eb1b-8981-e053-6605fe0a83a3 12
A nonlinear semi-analytical model for predicting debonding of FRP laminates from RC beams subjected to uniform or concentrated load, file e2915b33-ef1e-8981-e053-6605fe0a83a3 7
Debonding evolution in nonlinear FRP-retrofitted RC beams with cohesive T interface, file e2915b33-f4fe-8981-e053-6605fe0a83a3 7
Behaviour of pultruded beam-to-column joints using epoxy resin, file e2915b32-e469-8981-e053-6605fe0a83a3 6
On the flexural behaviour of GFRP beams obtained by bonding simple panels: An experimental investigation, file e2915b35-8c0e-8981-e053-6605fe0a83a3 5
LATERAL BUCKLING PROBLEM: MODIFICATIONS OF STANDARD GFRP SECTIONS SHAPE AND PROPORTIONS, file e2915b31-710d-8981-e053-6605fe0a83a3 4
Experimental and numerical evaluation of the axial stiffness of the web-to-flange adhesive connections in composite I-beams, file e2915b32-8b33-8981-e053-6605fe0a83a3 3
Pre-buckling behavior of composite beams: an innovative approach, file e2915b31-75a1-8981-e053-6605fe0a83a3 2
An experimental investigation on freezing and thawing durability of high performance fiber reinforced concrete (HPFRC), file e2915b33-f6f3-8981-e053-6605fe0a83a3 2
Pre-buckling behavior of composite beams: a mechanical innovative approach, file e2915b31-2ad8-8981-e053-6605fe0a83a3 1
GFRP beams by bonding simple panels: a low-cost design strategy, file e2915b31-848d-8981-e053-6605fe0a83a3 1
Influence of web/flange reinforcement on the GFRP bonded beams mechanical response: A comparison with experimental results and a numerical prediction, file e2915b31-e405-8981-e053-6605fe0a83a3 1
Beam-to-column adhesive connection between GFRP profiles, file e2915b32-f23c-8981-e053-6605fe0a83a3 1
Modelling of a GFRP adhesive connection by an imperfect soft interface model with initial damage, file e2915b34-162f-8981-e053-6605fe0a83a3 1
Totale 127
Categoria #
all - tutte 628
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 628


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211 0 0 0 0 0 0 0 0 1 0 0 0
2021/202218 0 0 0 0 0 0 0 0 0 0 18 0
2022/202359 0 7 16 10 6 3 5 3 2 1 4 2
2023/202449 2 2 2 5 2 9 9 6 3 8 1 0
Totale 127