PUBLICACIÓN

Enhancing Sustainable Construction: Optimization Tool for Glulam Roof Structures according to Eurocode 5

ACCEDER A LA PUBLICACIÓN: Orcid

María Simón-Portela; José Ramón Villar-García; Pablo Vidal-López; Desirée Rodríguez-Robles

2024

DOI

10.20944/preprints202404.0077.v1

AUTORES DE LA UEX

Desiree Rodríguez Robles
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
Mechanical And Microstructural Properties Of Recycled Concretes Mixed With Ceramic Recycled Cement And Secondary Recycled Aggregates. A Viable Option For Future Concrete
Genetic Algorithm For Cost Optimization Of Different Multi-Tunnel Greenhouse Design Alternatives
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Recycled Precast Concrete Kerbs And Paving Blocks, A Technically Viable Option For Footways
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Recycled Precast Concrete Kerbs And Paving Blocks, A Technically Viable Option For Footways
Determination Of The Friction Coefficients Of Chestnut (Castanea Sativa Mill.) Sawn Timber
Recycled Precast Concrete Kerbs And Paving Blocks, A Technically Viable Option For Footways
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
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Numerical Simulation Of Multi-Span Greenhouse Structures
Self-Healing Concrete With Recycled Aggregates
Analysis Of The Stress State At The Double-Step Joint In Heavy Timber Structures
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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
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Cost Optimisation Of Glued Laminated Timber Roof Structures Using Genetic Algorithms
Influence Of The Use Of External Carbon Fiber Reinforcement On The Flexural Behavior Of Prismatic Concrete Test Specimens. An Application For Repairing Of Deteriorated Agricultural Structures
Analysis Of The Mechanical Properties Of Wood Attacked By Xylotrechus Arvicola (Coleoptera: Cerambycidae) Larvae, And Its Influence On The Structural Properties Of The Plant
Influence Of The Use Of External Carbon Fiber Reinforcement On The Flexural Behavior Of Prismatic Concrete Test Specimens. An Application For Repairing Of Deteriorated Agricultural Structures
Analysis Of The Mechanical Properties Of Wood Attacked By Xylotrechus Arvicola (Coleoptera: Cerambycidae) Larvae, And Its Influence On The Structural Properties Of The Plant
Determinación De Los Coeficientes De Rozamiento En Piezas De Madera De Castaño De Procedencia Española Y Su Aplicación Estructural
Analysis Of The Mechanical Properties Of Wood Attacked By Xylotrechus Arvicola (Coleoptera: Cerambycidae) Larvae, And Its Influence On The Structural Properties Of The Plant
Determinación De Los Coeficientes De Rozamiento En Piezas De Madera De Castaño De Procedencia Española Y Su Aplicación Estructural
Importancia Del Marco Legal En El Desarrollo De La Red De Caminos Rurales De Extremadura
Determinación De Los Coeficientes De Rozamiento En Piezas De Madera De Castaño De Procedencia Española Y Su Aplicación Estructural
Importancia Del Marco Legal En El Desarrollo De La Red De Caminos Rurales De Extremadura
Paving With Precast Concrete Made With Recycled Mixed Ceramic Aggregates: A Viable Technical Option For The Valorization Of Construction And Demolition Wastes (Cdw)
Importancia Del Marco Legal En El Desarrollo De La Red De Caminos Rurales De Extremadura
Paving With Precast Concrete Made With Recycled Mixed Ceramic Aggregates: A Viable Technical Option For The Valorization Of Construction And Demolition Wastes (Cdw)
Mechanical And Microstructural Characterization Of Non-Structural Precast Concrete Made With Recycled Mixed Ceramic Aggregates From Construction And Demolition Wastes
Paving With Precast Concrete Made With Recycled Mixed Ceramic Aggregates: A Viable Technical Option For The Valorization Of Construction And Demolition Wastes (Cdw)
Mechanical And Microstructural Characterization Of Non-Structural Precast Concrete Made With Recycled Mixed Ceramic Aggregates From Construction And Demolition Wastes
Life Cycle Assessment Applied To Recycled Aggregate Concrete
Mechanical And Microstructural Characterization Of Non-Structural Precast Concrete Made With Recycled Mixed Ceramic Aggregates From Construction And Demolition Wastes
Life Cycle Assessment Applied To Recycled Aggregate Concrete
Quality Improvement Of Mixed And Ceramic Recycled Aggregates By Biodeposition Of Calcium Carbonate
Life Cycle Assessment Applied To Recycled Aggregate Concrete
Quality Improvement Of Mixed And Ceramic Recycled Aggregates By Biodeposition Of Calcium Carbonate
Un Peculiar Sistema De Evaluación Del Trabajo En Equipo
Quality Improvement Of Mixed And Ceramic Recycled Aggregates By Biodeposition Of Calcium Carbonate
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Genetic Algorithm Optimisation Of Heavy Timber Trusses With Dowel Joints According To Eurocode 5
Un Peculiar Sistema De Evaluación Del Trabajo En Equipo
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Overview Regarding Construction And Demolition Waste In Spain
Genetic Algorithm Optimisation Of Heavy Timber Trusses With Dowel Joints According To Eurocode 5
Overview Regarding Construction And Demolition Waste In Spain
Ceramic Ware Waste As Coarse Aggregate For Structural Concrete Production
Overview Regarding Construction And Demolition Waste In Spain
Ceramic Ware Waste As Coarse Aggregate For Structural Concrete Production
Porosity And Pore Size Distribution In Recycled Concrete
Ceramic Ware Waste As Coarse Aggregate For Structural Concrete Production
Porosity And Pore Size Distribution In Recycled Concrete
Effect Of Mixed Recycled Aggregates On Mechanical Properties Of Recycled Concrete
Porosity And Pore Size Distribution In Recycled Concrete
Effect Of Mixed Recycled Aggregates On Mechanical Properties Of Recycled Concrete
Characterization Of Colliery Spoils In León: Potential Uses In Rural Infrastructures
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Characterization Of Colliery Spoils In León: Potential Uses In Rural Infrastructures
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Modelización Con Cfd Del Efecto De Las Condiciones De Emplazamiento Y Manejo En Las Medidas Del Evaporímetro Clase-A
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Propiedades Mecánicas Del Hormigón Reciclado Con Residuos De La Construcción Y Demolición
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Propiedades Mecánicas Del Hormigón Reciclado Con Residuos De La Construcción Y Demolición
Pre-Saturación De Los Áridos Reciclados Procedentes De Residuos De Construcción Y Demolición Para La Fabricación De Hormigones Eco-Eficientes
Propiedades Mecánicas Del Hormigón Reciclado Con Residuos De La Construcción Y Demolición
Pre-Saturación De Los Áridos Reciclados Procedentes De Residuos De Construcción Y Demolición Para La Fabricación De Hormigones Eco-Eficientes
Standardization As A Driving Force Of The Use Of Recycled Coarse Aggregate In Concrete
Pre-Saturación De Los Áridos Reciclados Procedentes De Residuos De Construcción Y Demolición Para La Fabricación De Hormigones Eco-Eficientes
Standardization As A Driving Force Of The Use Of Recycled Coarse Aggregate In Concrete
Influence Of Moisture States Of Recycled Coarse Aggregates On The Slump Test
Standardization As A Driving Force Of The Use Of Recycled Coarse Aggregate In Concrete
Influence Of Moisture States Of Recycled Coarse Aggregates On The Slump Test
Cfd Simulation Of Water Evaporation In Class-A Pan With A Transient Analysis
Influence Of Moisture States Of Recycled Coarse Aggregates On The Slump Test
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
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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
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