The assessment of existing timber structures comprises several fields of knowledge, each one providing its own piece of information aiming at an effective answer. Even if general guidelines are available, there is still a need for a holistic approach that is able to combine information from different sources and infer upon that information allowing also, in that process, for an updating scheme aiming at a more substantiated decision process. In that scope, this work proposes a methodology for a holistic assessment of timber elements. The methodology combines information gathered in different scales and follows a probabilistic framework that allows for the structural assessment of existing timber elements with possibility of inference and up...
allows publication of more detailed explanations and results than typically allowed in scientific jo...
In this work, the variation of bending stiffness parameters of existing timber elements is assessed ...
In this work, the variation of bending stiffness parameters of existing timber elements is assessed ...
The assessment of existing timber structures comprises several fields of knowledge, each one providi...
The assessment of existing timber structures is often limited to information obtained from non or se...
This work presents a procedure for the use of probabilistic modelling techniques in the assessment o...
The present paper contains a proposal for the probabilistic modeling of timber material properties. ...
The present paper contains a proposal for the probabilistic modeling of timber material properties. ...
This work presents a procedure for the use of probabilistic modelling techniques in the assessment o...
The assessment of the structural performance of existing timber structures is dependent, among othe...
One of the main motivations for hierarchical modelling is to understand how properties, composition ...
The present paper outlines results from Working Group 3 (WG3) in the EU COST Action E55—‘Modelling o...
In recent decades, an increased interest has been evidenced in the research on multi-scale hierarchi...
A probabilistic based collapse analysis has been performed for a glulam frame structure supporting t...
A probabilistic based robustness analysis has been performed for a glulam frame structure supporting...
allows publication of more detailed explanations and results than typically allowed in scientific jo...
In this work, the variation of bending stiffness parameters of existing timber elements is assessed ...
In this work, the variation of bending stiffness parameters of existing timber elements is assessed ...
The assessment of existing timber structures comprises several fields of knowledge, each one providi...
The assessment of existing timber structures is often limited to information obtained from non or se...
This work presents a procedure for the use of probabilistic modelling techniques in the assessment o...
The present paper contains a proposal for the probabilistic modeling of timber material properties. ...
The present paper contains a proposal for the probabilistic modeling of timber material properties. ...
This work presents a procedure for the use of probabilistic modelling techniques in the assessment o...
The assessment of the structural performance of existing timber structures is dependent, among othe...
One of the main motivations for hierarchical modelling is to understand how properties, composition ...
The present paper outlines results from Working Group 3 (WG3) in the EU COST Action E55—‘Modelling o...
In recent decades, an increased interest has been evidenced in the research on multi-scale hierarchi...
A probabilistic based collapse analysis has been performed for a glulam frame structure supporting t...
A probabilistic based robustness analysis has been performed for a glulam frame structure supporting...
allows publication of more detailed explanations and results than typically allowed in scientific jo...
In this work, the variation of bending stiffness parameters of existing timber elements is assessed ...
In this work, the variation of bending stiffness parameters of existing timber elements is assessed ...