This paper deals with 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 in the three-dimensional setting. A numerical test evidences the performance of the approach
This paper presents a model for probabilistic analysis of reinforced concrete structures. The study ...
International audienceDamage detection of instrumented structures has known large developments durin...
This paper studies the possibility of using measured transient vibration data in the detection of mu...
This paper deals with a simple and reliable method for the probabilistic characterization of the lin...
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 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...
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 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 general method to study linear-elastic truss structures affected by uncertainties is...
The aim of this paper is to inspect the vibrational response of a beam with an edge non-propagating ...
This paper presents a model for probabilistic analysis of reinforced concrete structures. The study ...
International audienceDamage detection of instrumented structures has known large developments durin...
This paper studies the possibility of using measured transient vibration data in the detection of mu...
This paper deals with a simple and reliable method for the probabilistic characterization of the lin...
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 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...
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 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 general method to study linear-elastic truss structures affected by uncertainties is...
The aim of this paper is to inspect the vibrational response of a beam with an edge non-propagating ...
This paper presents a model for probabilistic analysis of reinforced concrete structures. The study ...
International audienceDamage detection of instrumented structures has known large developments durin...
This paper studies the possibility of using measured transient vibration data in the detection of mu...
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