PASCUZZO, Arturo
 Distribuzione geografica
Continente #
NA - Nord America 1.131
EU - Europa 476
AS - Asia 151
AF - Africa 49
SA - Sud America 6
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 1
Totale 1.818
Nazione #
US - Stati Uniti d'America 1.107
UA - Ucraina 174
IT - Italia 141
DE - Germania 80
CN - Cina 71
SE - Svezia 48
SN - Senegal 46
CA - Canada 22
SG - Singapore 22
IN - India 16
TR - Turchia 15
FI - Finlandia 13
KR - Corea 13
BE - Belgio 7
HK - Hong Kong 6
GB - Regno Unito 5
AU - Australia 4
BR - Brasile 3
EG - Egitto 3
EC - Ecuador 2
FR - Francia 2
IR - Iran 2
LK - Sri Lanka 2
RO - Romania 2
TH - Thailandia 2
TW - Taiwan 2
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
EU - Europa 1
IE - Irlanda 1
NL - Olanda 1
PA - Panama 1
RU - Federazione Russa 1
VE - Venezuela 1
Totale 1.818
Città #
Chandler 336
Jacksonville 77
San Mateo 71
Dakar 46
Dearborn 45
Rende 37
Shanghai 32
Brooklyn 31
New York 31
Lawrence 30
Roxbury 30
Ashburn 19
Des Moines 18
Cambridge 16
Ottawa 16
Izmir 14
Singapore 14
Ann Arbor 13
Seoul 13
Helsinki 12
Arcavacata 9
Milan 9
Ogden 9
Florence 8
Inglewood 8
Pune 8
Wilmington 8
Brussels 7
Nanto 6
Beijing 5
Boardman 5
Cirò Marina 5
Los Angeles 5
Cosenza 4
Hong Kong 4
Norwalk 4
Ahmedabad 3
Bengaluru 3
Brescia 3
Grafing 3
Guangzhou 3
Jinan 3
Redwood City 3
San Francisco 3
Terranova Da Síbari 3
Toronto 3
Atlanta 2
Bangkok 2
Bremen 2
Como 2
Cuenca 2
Haikou 2
Hefei 2
Kilburn 2
Londrina 2
Melbourne 2
Melfi 2
Minya 2
Modugno 2
Montreal 2
Morrisville 2
Naples 2
Palermo 2
Qom 2
Rome 2
Taichung 2
Acquaviva delle Fonti 1
Al Minya 1
Amsterdam 1
Andover 1
Barinas 1
Bologna 1
Boydton 1
Canberra 1
Catanzaro 1
Cervignano del Friuli 1
Chaoyang 1
Chongqing 1
Cinto Caomaggiore 1
Civitanova Marche 1
Cleveland 1
Cluj-Napoca 1
Colombo 1
Cork 1
Dallas 1
Dambulla 1
Este 1
Falkenstein 1
Furci Siculo 1
Fuzhou 1
Hebei 1
Hyderabad 1
Kiev 1
Kyiv 1
Lamezia Terme 1
Lappeenranta 1
Latina 1
London 1
Montalto Uffugo 1
Mumbai 1
Totale 1.109
Nome #
Dynamic Behavior of Tied-Arch Bridges under the Action of Moving Loads 79
A combined fracture-ALE formulation to predict dynamic behavior of FRP strengthened concrete beams 79
A NUMERICAL STUDY ON NETWORK ARCH BRIDGES SUBJECTED TO CABLE LOSS 78
Instability design analysis in tied-arch bridges 76
Dynamic analysis of cable-stayed bridges affected by accidental failure mechanisms under moving loads 71
A moving mesh FE methodology for vehicle–bridge interaction modeling 67
An optimization model for the design of network arch bridges 60
Dynamic Behavior of Cable Supported Bridges Affected by Corrosion Mechanisms under Moving Loads 59
Vulnerability and failure analysis of hybrid cable-stayed suspension bridges subjected to damage mechanisms 59
Defect-tolerance in adhesive joints with patterned interfaces 59
Strategies to improve the structural integrity of tied-arch bridges affected by instability phenomena 59
Crack growth propagation modeling based on moving mesh method and interaction integral approach 59
Dynamic analysis of long span cable-stayed bridges under the action of moving loads 58
A detailed micro-model for brick masonry structures based on a diffuse cohesive-frictional interface fracture approach 56
Optimum design analysis of hybrid cable-stayed suspension bridges 53
Crack propagation modeling in functionally graded materials using Moving Mesh technique and interaction integral approach 53
Structural and seismic vulnerability assessment of the Santa Maria Assunta Cathedral in Catanzaro (Italy): classical and advanced approaches for the analysis of local and global failure mechanisms 53
A Practical Method for the Elastic Buckling Design of Network Arch Bridges 52
Structural integrity of tied arch bridges affected by instability phenomena 52
Investigation of mesh dependency issues in the simulation of crack propagation in quasi-brittle materials by using a diffuse interface modeling approach 49
Structural optimization and design analysis of long span cable supported bridges. International colloquium of mechanics 47
An investigation on the structural integrity of network arch bridges subjected to cable loss under the action of moving loads 46
A numerical study on the structural integrity of self-anchored cable-stayed suspension bridges 46
An effective modeling approach based on the ALE and M-integral for simulating crack propagation under thermo-mechanical loadings 46
DESIGN ANALYSIS OF THE OPTIMUM CONFIGURATION OF SELF-ANCHORED CABLE-STAYED SUSPENSION BRIDGES 44
Crack propagation under thermo-mechanical loadings based on moving mesh strategy 42
Crack propagation analysis in masonry structures via an inter-element cohesive fracture approach: Assessment of mesh dependency issues 41
On the combination of Moving Mesh technique and M-integral method for predicting crack propagation mechanisms in Functionally Graded Materials 40
Structural optimization and design analysis of long span cable supported bridges 37
Simulation of dynamic fracture in quasi-brittle materials using a finite element modeling approach enhanced by moving mesh technique and interaction integral method 36
Dynamic fracture analysis in quasi-brittle materials via a finite element approach based on the combination of the ALE formulation and M−integral method 35
On the effect of interfacial patterns on energy dissipation in plastically deforming adhesive bonded ductile sheets 32
An interface-based detailed micro-model for the failure simulation of masonry structures 31
Comparative finite element modelling approaches for the seismic vulnerability analysis of historical masonry structures: the case study of the Cathedral of Catanzaro (Italy) 27
A hybrid cohesive/volumetric multiscale finite element model for the failure analysis of fiber-reinforced composite structures 22
Numerical modeling of dynamic crack propagation mechanisms using a moving mesh technique based on the ALE formulation 19
A numerical failure analysis of nano-filled ultra-high-performance fiber-reinforced concrete structures via a moving mesh approach 14
Multiscale failure analysis of fiber-reinforced composite structures via a hybrid cohesive/volumetric nonlinear homogenization strategy 11
A moving mesh-based numerical investigation of the failure response of nano-filled ultra-high-performance concrete structures 9
An Analysis of the Dynamic Behavior of Damaged Reinforced Concrete Bridges under Moving Vehicle Loads by Using the Moving Mesh Technique 8
A stress-driven model incorporating surface energy effects for the bending analysis of functionally graded nanobeams with loading discontinuities 7
Fatigue crack growth simulation using the moving mesh technique 3
Totale 1.874
Categoria #
all - tutte 13.537
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 13.537


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020195 15 14 0 20 16 46 16 21 4 9 20 14
2020/2021178 26 4 20 31 0 20 3 32 6 21 2 13
2021/2022413 0 73 13 9 38 10 7 78 4 4 77 100
2022/2023708 46 82 17 78 68 101 1 79 115 44 47 30
2023/2024351 41 29 33 25 18 59 4 26 23 32 20 41
Totale 1.874