Add to ORKGThis paper provides a simple and reliable method for the probabilistic characterization of the linear elastic response of frame structures with edge cracks of uncertain depth and location. A statistical analysis of the structural response allows consideration of the reliability of the investigated structure. A numerical example provides an indication of the performance of the approach proposed
In this paper, an approach that deals with the dynamic response of linear elastic truss structures w...
This paper presents a model for probabilistic analysis of reinforced concrete structures. The study ...
The geometric, mechanical, material and loading parameters used to define the mechanics-based finite...
This paper provides a simple and reliable method for the probabilistic characterization of the linea...
This paper deals with a simple and reliable method for the probabilistic characterization of the li...
This paper presents a simple and reliable method for the probabilistic characterization of the linea...
This paper presents a simple and reliable method for the probabilistic characterization of the linea...
This paper deals with a simple and reliable method for the probabilistic characterization of the lin...
In this paper, a numerical study on the structural behaviour of three-dimensional cracked structures...
In this paper a numerical study on the structural behaviour of two-dimensional cracked structures is...
AbstractIn this paper a numerical study on the structural behaviour of two-dimensional cracked struc...
In this paper, a numerical study on the structural behaviour of three-dimensional cracked structures...
In this paper a general method to study linear-elastic truss structures affected by uncertainties is...
In this paper, an approach that deals with the dynamic response of linear elastic truss structures w...
This paper presents a model for probabilistic analysis of reinforced concrete structures. The study ...
The geometric, mechanical, material and loading parameters used to define the mechanics-based finite...
This paper provides a simple and reliable method for the probabilistic characterization of the linea...
This paper deals with a simple and reliable method for the probabilistic characterization of the li...
This paper presents a simple and reliable method for the probabilistic characterization of the linea...
This paper presents a simple and reliable method for the probabilistic characterization of the linea...
This paper deals with a simple and reliable method for the probabilistic characterization of the lin...
In this paper, a numerical study on the structural behaviour of three-dimensional cracked structures...
In this paper a numerical study on the structural behaviour of two-dimensional cracked structures is...
AbstractIn this paper a numerical study on the structural behaviour of two-dimensional cracked struc...
In this paper, a numerical study on the structural behaviour of three-dimensional cracked structures...
In this paper a general method to study linear-elastic truss structures affected by uncertainties is...
In this paper, an approach that deals with the dynamic response of linear elastic truss structures w...
This paper presents a model for probabilistic analysis of reinforced concrete structures. The study ...
The geometric, mechanical, material and loading parameters used to define the mechanics-based finite...