PUBLICACIÓN

El coeficiente ß de pandeo en pórticos triarticulados de madera laminada: una propuesta de ecuación mediante el m.e.f.

ACCEDER A LA PUBLICACIÓN: Dialnet

María Soledad Fernández García, Carlos Vidal Gómez de Travecedo, Pablo Vidal López, José Ramón Villar García

2009 Técnica industrial

ISSN

0040-1838

AUTORES DE LA UEX

José Ramón Villar García
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
Study Of Various Mechanical Properties Of Maize (Zea Mays) As Influenced By Moisture Content
Frictional Behavior Of Chestnut (Castanea Sativa Mill.) Sawn Timber For Carpentry And Mechanical Joints In Service Class 2
Study Of Various Mechanical Properties Of Maize (Zea Mays) As Influenced By Moisture Content
Influence Of Moisture Content On Some Mechanical Properties Of Wheat
Study Of Various Mechanical Properties Of Maize (Zea Mays) As Influenced By Moisture Content
Influence Of Moisture Content On Some Mechanical Properties Of Wheat
Optimization Of Glulam Regular Double-Tapered Beams For Agroforestry Constructions
Influence Of Moisture Content On Some Mechanical Properties Of Wheat
Optimization Of Glulam Regular Double-Tapered Beams For Agroforestry Constructions
Influence Of Moisture Content On The Mechanical Properties Of Maize
Optimization Of Glulam Regular Double-Tapered Beams For Agroforestry Constructions
Influence Of Moisture Content On The Mechanical Properties Of Maize
Friction Coefficients Of Chestnut (Castanea Sativa Mill.) Sawn Timber For Numerical Simulation Of Timber Joints
Influence Of Moisture Content On The Mechanical Properties Of Maize
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
Values For The Mechanical Properties Of Wheat, Maize And Wood Pellets For Use In Silo Load Calculations Involving Numerical Methods
Genetic Algorithm For Cost Optimization Of Different Multi-Tunnel Greenhouse Design Alternatives
Values For The Mechanical Properties Of Wheat, Maize And Wood Pellets For Use In Silo Load Calculations Involving Numerical Methods
Determination Of The Friction Coefficients Of Chestnut (Castanea Sativa Mill.) Sawn Timber
Values For The Mechanical Properties Of Wheat, Maize And Wood Pellets For Use In Silo Load Calculations Involving Numerical Methods
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
Dem Analysis Of The Flow And Friction Of Spherical Particles In Steel Silos With Corrugated Walls
Numerical Simulation Of Multi-Span Greenhouse Structures
Dem Analysis Of The Flow And Friction Of Spherical Particles In Steel Silos With Corrugated Walls
Analysis Of The Stress State At The Double-Step Joint In Heavy Timber Structures
Dem Analysis Of The Flow And Friction Of Spherical Particles In Steel Silos With Corrugated Walls
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
Los Espacios Naturales Protegidos En España
Cost Optimisation Of Glued Laminated Timber Roof Structures Using Genetic Algorithms
Los Espacios Naturales Protegidos En España
Importancia Del Marco Legal En El Desarrollo De La Red De Caminos Rurales De Extremadura
Los Espacios Naturales Protegidos En España
Importancia Del Marco Legal En El Desarrollo De La Red De Caminos Rurales De Extremadura
Determinación De Las Propiedades Mecánicas Del Castaño Extremeño Mediante Medición De La Velocidad De Propagación De Onda De Ultrasonidos
Importancia Del Marco Legal En El Desarrollo De La Red De Caminos Rurales De Extremadura
Determinación De Las Propiedades Mecánicas Del Castaño Extremeño Mediante Medición De La Velocidad De Propagación De Onda De Ultrasonidos
Experimental And Numerical Studies Of The Stress State At The Reverse Step Joint In Heavy Timber Trusses
Determinación De Las Propiedades Mecánicas Del Castaño Extremeño Mediante Medición De La Velocidad De Propagación De Onda De Ultrasonidos
Experimental And Numerical Studies Of The Stress State At The Reverse Step Joint In Heavy Timber Trusses
Genetic Algorithm Optimisation Of Heavy Timber Trusses With Dowel Joints According To Eurocode 5
Experimental And Numerical Studies Of The Stress State At The Reverse Step Joint In Heavy Timber Trusses
Genetic Algorithm Optimisation Of Heavy Timber Trusses With Dowel Joints According To Eurocode 5
La Asociación De Antiguos Alumnos De Ingeniería Forestal De La Universidad De Extremadura (Aaaifuex): Creación Y Retos
Genetic Algorithm Optimisation Of Heavy Timber Trusses With Dowel Joints According To Eurocode 5
La Asociación De Antiguos Alumnos De Ingeniería Forestal De La Universidad De Extremadura (Aaaifuex): Creación Y Retos
Modelización Con Cfd Del Efecto De Las Condiciones De Emplazamiento Y Manejo En Las Medidas Del Evaporímetro Clase-A
La Asociación De Antiguos Alumnos De Ingeniería Forestal De La Universidad De Extremadura (Aaaifuex): Creación Y Retos
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
Creación De La Asociación De Antiguos Alumnos De Ingeniería Forestal De La Universidad De Extremadura Como Medio Para Recabar Información Aplicable A La Innovación Docente
Análisis Estructural De Invernaderos: Alternativas En Invernaderos Multitúnel
Creación De La Asociación De Antiguos Alumnos De Ingeniería Forestal De La Universidad De Extremadura Como Medio Para Recabar Información Aplicable A La Innovación Docente
Cfd Simulation Of Water Evaporation In Class-A Pan With A Transient Analysis
Creación De La Asociación De Antiguos Alumnos De Ingeniería Forestal De La Universidad De Extremadura Como Medio Para Recabar Información Aplicable A La Innovación Docente
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