Interaction graphs are extensively used as a tool for designing prismatic member sections subjected to several combined stresses. For a long time, sets of these graphs are available in building technologies: reinforced concrete, steel and composite sections, under various stresses. This paper shows the general formulation for obtaining the graphs corresponding to bending, shear and axial forces of H-shaped steel sections. A general study of these stresses interaction limit surface is made, including a detailed description of its three regions, and the generation of interaction graphs corresponding to their sections by constant axial values.El uso de los diagramas de interacción como herramienta de predimensionado o dimensionado de secciones...
El método multicapa es una potente herramienta de cálculo en el campo de la ingeniería para tratar p...
Para un rango de valores de área de armadura activa y de excentricidad que cumplen los requisitos de...
This paper comments the method of determining stresses in rectangular beams under bending loads, whe...
Interaction graphs are extensively used as a tool for designing prismatic member sections subjected ...
Perform serviceability requirements in reinforced concrete sections according to codes and standards...
The use of simplified stress-strain relationship to describe the behavior of the concrete in compres...
Applying the method of the ideal section to calculate the concrete and Steel composite sections in e...
El uso de modelos constitutivos simplificados para caracterizar el comportamiento del hormigón, (par...
In this work the mechanical behavior of the covering is analyzed, using the finite element method, w...
This paper shows an algorithm that allows to determine the M, N curves at ultimate limit state for r...
The convenience of satisfying a ductility condition at critical sections of reinforced concrete fram...
Este artículo corresponde a la extensión de uno anterior dedicado al estudio del problema de la comp...
This paper discusses the stress-strain curves for a new low nickel stainless steel, a conventional A...
[ESP] Esta comunicación presenta un procedimiento para el análisis y diseño óptimo integrado de secc...
The incapability of masonry structures to bear tension has led to the development of a number of spe...
El método multicapa es una potente herramienta de cálculo en el campo de la ingeniería para tratar p...
Para un rango de valores de área de armadura activa y de excentricidad que cumplen los requisitos de...
This paper comments the method of determining stresses in rectangular beams under bending loads, whe...
Interaction graphs are extensively used as a tool for designing prismatic member sections subjected ...
Perform serviceability requirements in reinforced concrete sections according to codes and standards...
The use of simplified stress-strain relationship to describe the behavior of the concrete in compres...
Applying the method of the ideal section to calculate the concrete and Steel composite sections in e...
El uso de modelos constitutivos simplificados para caracterizar el comportamiento del hormigón, (par...
In this work the mechanical behavior of the covering is analyzed, using the finite element method, w...
This paper shows an algorithm that allows to determine the M, N curves at ultimate limit state for r...
The convenience of satisfying a ductility condition at critical sections of reinforced concrete fram...
Este artículo corresponde a la extensión de uno anterior dedicado al estudio del problema de la comp...
This paper discusses the stress-strain curves for a new low nickel stainless steel, a conventional A...
[ESP] Esta comunicación presenta un procedimiento para el análisis y diseño óptimo integrado de secc...
The incapability of masonry structures to bear tension has led to the development of a number of spe...
El método multicapa es una potente herramienta de cálculo en el campo de la ingeniería para tratar p...
Para un rango de valores de área de armadura activa y de excentricidad que cumplen los requisitos de...
This paper comments the method of determining stresses in rectangular beams under bending loads, whe...