SCOLARI, Matteo
 Distribuzione geografica
Continente #
NA - Nord America 413
EU - Europa 314
AS - Asia 287
SA - Sud America 19
AF - Africa 1
OC - Oceania 1
Totale 1.035
Nazione #
US - Stati Uniti d'America 410
CN - Cina 129
SG - Singapore 109
IE - Irlanda 71
IT - Italia 70
SE - Svezia 62
FI - Finlandia 50
TR - Turchia 41
NL - Olanda 21
BR - Brasile 15
FR - Francia 9
RU - Federazione Russa 8
DE - Germania 5
UA - Ucraina 5
BE - Belgio 4
GB - Regno Unito 4
CA - Canada 3
ID - Indonesia 2
IN - India 2
LT - Lituania 2
VE - Venezuela 2
AU - Australia 1
CH - Svizzera 1
CO - Colombia 1
EE - Estonia 1
HK - Hong Kong 1
IQ - Iraq 1
LY - Libia 1
PK - Pakistan 1
PY - Paraguay 1
RO - Romania 1
TW - Taiwan 1
Totale 1.035
Città #
Singapore 79
Dublin 71
Santa Clara 58
Dearborn 42
Izmir 41
Chandler 37
Beijing 30
Ashburn 26
Nanjing 25
Boardman 21
Princeton 19
Ann Arbor 16
Parma 16
Shenyang 15
Wilmington 14
Hebei 9
San Mateo 9
Kunming 7
Jinan 6
Milan 6
Moscow 6
Nanchang 6
Hefei 5
Helsinki 5
Jacksonville 5
Rome 5
Woodbridge 4
Brussels 3
Cachan 3
Council Bluffs 3
Fuzhou 3
Guangzhou 3
Seattle 3
Taizhou 3
Vignola 3
Brescia 2
Changsha 2
Chengdu 2
Los Angeles 2
Maumere 2
Mira 2
Naples 2
Tavagnacco 2
Tianjin 2
Toronto 2
Amparo 1
Ancona 1
Antwerp 1
Asunción 1
Baghdad 1
Baotou 1
Barletta 1
Bobbio 1
Bucaramanga 1
Caldas Novas 1
Campomorone 1
Castelvetro Piacentino 1
Caçador 1
Dallas 1
Des Moines 1
Durandé 1
Figueira 1
Florence 1
Frankfurt am Main 1
Fremont 1
Geislingen an der Steige 1
Gibellina 1
Goiânia 1
Hong Kong 1
Huozhou 1
Hyderabad 1
Ipatinga 1
Itabuna 1
Itaperuna 1
Jandira 1
Lucca 1
Lugo 1
Lynn 1
Montreal 1
Napoli 1
Nettuno 1
Ningbo 1
Norwalk 1
Parauapebas 1
Pergine Valsugana 1
Piacenza 1
Pune 1
Ravenna 1
Rio de Janeiro 1
Santa Marinella 1
Shanghai 1
Shenzhen 1
Soliera 1
São José 1
São Paulo 1
São Vicente 1
Tallinn 1
Tripoli 1
Xian 1
Écully 1
Totale 682
Nome #
Studio sperimentale sul taglio biassiale in travi a sezione quadrata. 110
The PARC_CL model for FEM analyses of RC structures subjected to cyclic loads 88
On the non linear behaviour of joint connections between precast members realized using steel dowel 67
SIMULATION OF RC WALLS SEISMIC BEHAVIOUR WITH SHELL ELEMENTS AND PARC_CL MODELLING 65
Safety assessment of punching shear failure according to the level of approximation approach 62
PARC_CL 2.0 crack model for NLFEA of reinforced concrete structures under cyclic loadings 57
Beyond design seismic assessment advanced methodologies for RC structures: PARC_CL for FEM analyses of nuclear power plants RC structures 57
Studio delle rotture fragili di elementi di copertura prefabbricati collegati alle travi principali con inserti metallici 56
Study of brittle failure modes of precast roof elements connected to the beams with steel dowels 56
Shell modelling of a 1/13 scaled RC containment vessel under cyclic actions with PARC_CL crack model. 55
Validation of the PARC_CL 2.0 crack model for the assessment of the nonlinear behaviour of RC structures subjected to seismic action: SMART 2013 shaking table test simulation 53
Nonlinear static and dynamic finite element analyses of reinforced concrete shear walls using PARC_CL crack model 52
Shear capacity of a large T-shaped prestressed concrete girder 49
PARC_CL and PARC_CL2.0 for FEM analyses of RC structures subjected to cyclic loads 48
Validation of NLFEA to simulate the instability of thin RC walls subjected to bidirectional loading 41
Validation of nlfea of reinforced concrete walls under bidirectional loading 39
Biaxial shear in RC square beams: Experimental, numerical and analytical program 37
NLFEA of reinforced concrete shear walls under cyclic loading by means of PARC_CL2.0 crack model 37
Simulation of monotonic, static and dynamic response of RC squat walls by means of PARC_CL 2.0 crack model 36
Totale 1.065
Categoria #
all - tutte 4.994
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 4.994


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20202 0 0 0 0 0 0 0 0 0 0 1 1
2020/202133 1 2 1 4 2 1 1 1 18 0 2 0
2021/202257 0 1 0 0 4 0 1 7 6 7 2 29
2022/2023250 31 19 18 7 14 26 0 19 96 0 16 4
2023/202490 8 19 3 2 10 20 1 2 1 6 9 9
2024/2025242 1 25 22 8 47 65 1 7 33 31 2 0
Totale 1.065