PUBLICACIÓN

Influence of hopper eccentricity on discharge of cylindrical mass flow silos with rigid walls

ACCEDER A LA PUBLICACIÓN: Scopus Orcid

Vidal, P., Couto, A., Ayuga, F., Guaita, M.

2006 Journal of Engineering Mechanics

CITAS

30

DOI

10.1061/(asce)0733-9399(2006)132:9(1026)

EID

2-s2.0-33747248807

ISSN

0733-9399

BIBTEX

@article{Vidal-Lopez2006,title = {Influence of hopper eccentricity on discharge of cylindrical mass flow silos with rigid walls},journal = {Journal of Engineering Mechanics},year = {2006},volume = {132},number = {9},pages = {1026-1033},author = {Vidal, P. and Couto, A. and Ayuga, F. and Guaita, M.}}

AUTORES DE LA UEX

Pablo Vidal López

OTRAS PUBLICACIONES DE INTERÉS

El Coeficiente B De Pandeo En Pórticos Biarticulados Metálicos De Una Altura: Propuesta De Ecuación Mediante El M.e.f.
Frictional Behavior Of Chestnut (Castanea Sativa Mill.) Sawn Timber For Carpentry And Mechanical Joints In Service Class 2
Enhancing Sustainable Construction: Optimization Tool For Glulam Roof Structures According To Eurocode 5
Frictional Behavior Of Chestnut (Castanea Sativa Mill.) Sawn Timber For Carpentry And Mechanical Joints In Service Class 2
Enhancing Sustainable Construction: Optimization Tool For Glulam Roof Structures According To Eurocode 5
Enhancing Sustainable Construction: Optimization Tool For Glulam Roof Structures According To Eurocode 5
Enhancing Sustainable Construction: Optimization Tool For Glulam Roof Structures According To Eurocode 5
Enhancing Sustainable Construction: Optimization Tool For Glulam Roof Structures According To Eurocode 5
Frictional Behavior Of Chestnut (Castanea Sativa Mill.) Sawn Timber For Carpentry And Mechanical Joints In Service Class 2
Enhancing Sustainable Construction: Optimization Tool For Glulam Roof Structures According To Eurocode 5
Frictional Behavior Of Chestnut (Castanea Sativa Mill.) Sawn Timber For Carpentry And Mechanical Joints In Service Class 2
Optimization Of Glulam Regular Double-Tapered Beams For Agroforestry Constructions
Frictional Behavior Of Chestnut (Castanea Sativa Mill.) Sawn Timber For Carpentry And Mechanical Joints In Service Class 2
Optimization Of Glulam Regular Double-Tapered Beams For Agroforestry Constructions
Friction Coefficients Of Chestnut (Castanea Sativa Mill.) Sawn Timber For Numerical Simulation Of Timber Joints
Optimization Of Glulam Regular Double-Tapered Beams For Agroforestry Constructions
Friction Coefficients Of Chestnut (Castanea Sativa Mill.) Sawn Timber For Numerical Simulation Of Timber Joints
Genetic Algorithm For Cost Optimization Of Different Multi-Tunnel Greenhouse Design Alternatives
Friction Coefficients Of Chestnut (Castanea Sativa Mill.) Sawn Timber For Numerical Simulation Of Timber Joints
Genetic Algorithm For Cost Optimization Of Different Multi-Tunnel Greenhouse Design Alternatives
Determination Of The Friction Coefficients Of Chestnut (Castanea Sativa Mill.) Sawn Timber
Genetic Algorithm For Cost Optimization Of Different Multi-Tunnel Greenhouse Design Alternatives
Determination Of The Friction Coefficients Of Chestnut (Castanea Sativa Mill.) Sawn Timber
Numerical Simulation Of Multi-Span Greenhouse Structures
Determination Of The Friction Coefficients Of Chestnut (Castanea Sativa Mill.) Sawn Timber
Numerical Simulation Of Multi-Span Greenhouse Structures
Analysis Of The Stress State At The Double-Step Joint In Heavy Timber Structures
Numerical Simulation Of Multi-Span Greenhouse Structures
Analysis Of The Stress State At The Double-Step Joint In Heavy Timber Structures
Cost Optimisation Of Glued Laminated Timber Roof Structures Using Genetic Algorithms
Analysis Of The Stress State At The Double-Step Joint In Heavy Timber Structures
Cost Optimisation Of Glued Laminated Timber Roof Structures Using Genetic Algorithms
Importancia Del Marco Legal En El Desarrollo De La Red De Caminos Rurales De Extremadura
Cost Optimisation Of Glued Laminated Timber Roof Structures Using Genetic Algorithms
Importancia Del Marco Legal En El Desarrollo De La Red De Caminos Rurales De Extremadura
Genetic Algorithm Optimisation Of Heavy Timber Trusses With Dowel Joints According To Eurocode 5
Importancia Del Marco Legal En El Desarrollo De La Red De Caminos Rurales De Extremadura
Genetic Algorithm Optimisation Of Heavy Timber Trusses With Dowel Joints According To Eurocode 5
Modelización Con Cfd Del Efecto De Las Condiciones De Emplazamiento Y Manejo En Las Medidas Del Evaporímetro Clase-A
Genetic Algorithm Optimisation Of Heavy Timber Trusses With Dowel Joints According To Eurocode 5
Modelización Con Cfd Del Efecto De Las Condiciones De Emplazamiento Y Manejo En Las Medidas Del Evaporímetro Clase-A
Análisis Estructural De Invernaderos: Alternativas En Invernaderos Multitúnel
Modelización Con Cfd Del Efecto De Las Condiciones De Emplazamiento Y Manejo En Las Medidas Del Evaporímetro Clase-A
Análisis Estructural De Invernaderos: Alternativas En Invernaderos Multitúnel
Cfd Simulation Of Water Evaporation In Class-A Pan With A Transient Analysis
Análisis Estructural De Invernaderos: Alternativas En Invernaderos Multitúnel
Cfd Simulation Of Water Evaporation In Class-A Pan With A Transient Analysis
Determination Of Synthetic Wind Functions For Estimating Open Water Evaporation With Computational Fluid Dynamics
Cfd Simulation Of Water Evaporation In Class-A Pan With A Transient Analysis
Determination Of Synthetic Wind Functions For Estimating Open Water Evaporation With Computational Fluid Dynamics
El Coeficiente SS De Pandeo En Pórticos Triarticulados De Madera Laminada: Una Propuesta De Ecuación Mediante El M.e.f.
Determination Of Synthetic Wind Functions For Estimating Open Water Evaporation With Computational Fluid Dynamics
El Coeficiente SS De Pandeo En Pórticos Triarticulados De Madera Laminada: Una Propuesta De Ecuación Mediante El M.e.f.
Numerical Simulation Of Framed Joints In Sawn-Timber Roof Trusses
El Coeficiente SS De Pandeo En Pórticos Triarticulados De Madera Laminada: Una Propuesta De Ecuación Mediante El M.e.f.
Numerical Simulation Of Framed Joints In Sawn-Timber Roof Trusses
Finite Element Analysis Under Different Boundary Conditions Of The Filling Of Cylindrical Steel Silos Having An Eccentric Hopper
Numerical Simulation Of Framed Joints In Sawn-Timber Roof Trusses
Finite Element Analysis Under Different Boundary Conditions Of The Filling Of Cylindrical Steel Silos Having An Eccentric Hopper
Analysis Of The Stress State At The Cogging Joint In Timber Structures
Finite Element Analysis Under Different Boundary Conditions Of The Filling Of Cylindrical Steel Silos Having An Eccentric Hopper
Analysis Of The Stress State At The Cogging Joint In Timber Structures
Influence Of Hopper Eccentricity On Discharge Of Cylindrical Mass Flow Silos With Rigid Walls
Analysis Of The Stress State At The Cogging Joint In Timber Structures
Influence Of Hopper Eccentricity On Discharge Of Cylindrical Mass Flow Silos With Rigid Walls
Simulation Of The Filling Pressures Of Cylindrical Steel Silos With Concentric And Eccentric Hoppers Using 3-Dimensional Finite Element Models
Influence Of Hopper Eccentricity On Discharge Of Cylindrical Mass Flow Silos With Rigid Walls
Simulation Of The Filling Pressures Of Cylindrical Steel Silos With Concentric And Eccentric Hoppers Using 3-Dimensional Finite Element Models
Discharge From Cylindrical Slender Steel Silos; Finite Element Simulation And Comparison With Eurocode 1
Simulation Of The Filling Pressures Of Cylindrical Steel Silos With Concentric And Eccentric Hoppers Using 3-Dimensional Finite Element Models
Discharge From Cylindrical Slender Steel Silos; Finite Element Simulation And Comparison With Eurocode 1
Analysis Of Dynamic Discharge Pressures In Cylindrical Slender Silos With A Flat Bottom Or With A Hopper: Comparison With Eurocode 1
Discharge From Cylindrical Slender Steel Silos; Finite Element Simulation And Comparison With Eurocode 1
Analysis Of Dynamic Discharge Pressures In Cylindrical Slender Silos With A Flat Bottom Or With A Hopper: Comparison With Eurocode 1
Discharge From Cylindrical Slender Steel Silos: Finite Element Simulation And Comparison With Eurocode
Analysis Of Dynamic Discharge Pressures In Cylindrical Slender Silos With A Flat Bottom Or With A Hopper: Comparison With Eurocode 1
Discharge From Cylindrical Slender Steel Silos: Finite Element Simulation And Comparison With Eurocode
Parametric Study Of The Pressures Of Cylindrical Silos With Rigid Wall
Discharge From Cylindrical Slender Steel Silos: Finite Element Simulation And Comparison With Eurocode
Parametric Study Of The Pressures Of Cylindrical Silos With Rigid Wall
Simulation Of Discharging Processes In Metallic Silos
Parametric Study Of The Pressures Of Cylindrical Silos With Rigid Wall
Simulation Of Discharging Processes In Metallic Silos
Análisis De La Distribución De Presiones Estáticas En Silos Cilíndricos Con Tolva Excéntrica Mediante El M.e.f.: Influencia De La Excentricidad Y Comparación Con El Eurocódigo 1
Simulation Of Discharging Processes In Metallic Silos
Análisis De La Distribución De Presiones Estáticas En Silos Cilíndricos Con Tolva Excéntrica Mediante El M.e.f.: Influencia De La Excentricidad Y Comparación Con El Eurocódigo 1
Tensiones Bajo Zapatas Corridas, Comparación Entre Teorías Clásicas Y El Método De Los Elementos Finitos Y Posible Influencia En Los Criterios De Dimensionamiento
Análisis De La Distribución De Presiones Estáticas En Silos Cilíndricos Con Tolva Excéntrica Mediante El M.e.f.: Influencia De La Excentricidad Y Comparación Con El Eurocódigo 1
Tensiones Bajo Zapatas Corridas, Comparación Entre Teorías Clásicas Y El Método De Los Elementos Finitos Y Posible Influencia En Los Criterios De Dimensionamiento
El Coeficiente B De Pandeo En Pórticos Biarticulados Metálicos De Una Altura: Propuesta De Ecuación Mediante El M.e.f.
Tensiones Bajo Zapatas Corridas, Comparación Entre Teorías Clásicas Y El Método De Los Elementos Finitos Y Posible Influencia En Los Criterios De Dimensionamiento
El Coeficiente B De Pandeo En Pórticos Biarticulados Metálicos De Una Altura: Propuesta De Ecuación Mediante El M.e.f.
Frictional Behavior Of Chestnut (Castanea Sativa Mill.) Sawn Timber For Carpentry And Mechanical Joints In Service Class 2
WEB ACCESIBLE