Assessing the safety of existing timber structures is of paramount importance for taking reliable decisions on repair actions and their extent. The results obtained through semi-probabilistic methods are unrealistic, as the partial safety factors present in codes are calibrated considering the uncertainty present in new structures. In order to overcome these limitations, and also to include the effects of decay in the safety analysis, probabilistic methods, based on Monte-Carlo simulation are applied here to assess the safety of existing timber structures. In particular, the impact of decay on structural safety is analyzed and discussed, using a simple structural model, similar to that used for current semi-probabilistic analysis
Old timber structures may show significant variation in the cross section geometry along the same e...
A probabilistic based collapse analysis has been performed for a glulam frame structure supporting t...
When accommodating new uses or mitigating the consequences of deterioration, the strength increase o...
Assessing the safety of existing timber structures is of paramount importance for taking reliable de...
Assessing the safety of existing timber structures is of paramount importance for taking reliable de...
Assessing the safety of existing timber structures is of paramount importance for taking reliable de...
This work presents a procedure for the use of probabilistic modelling techniques in the assessment o...
This work presents a procedure for the use of probabilistic modelling techniques in the assessment o...
In the present work, the safety of existing traditional timber trusses is evaluated, with particula...
When accommodating new uses or mitigating the consequences of deterioration, the strength increase o...
When accommodating new uses or mitigating the consequences of deterioration, the strength increase o...
Old timber structures may show significant variation in the cross section geometry along the same e...
Old timber structures may show significant variation in the cross section geometry along the same el...
In the present work, the safety of existing traditional timber trusses is evaluated, with particula...
When accommodating new uses or mitigating the consequences of deterioration, the strength increase o...
Old timber structures may show significant variation in the cross section geometry along the same e...
A probabilistic based collapse analysis has been performed for a glulam frame structure supporting t...
When accommodating new uses or mitigating the consequences of deterioration, the strength increase o...
Assessing the safety of existing timber structures is of paramount importance for taking reliable de...
Assessing the safety of existing timber structures is of paramount importance for taking reliable de...
Assessing the safety of existing timber structures is of paramount importance for taking reliable de...
This work presents a procedure for the use of probabilistic modelling techniques in the assessment o...
This work presents a procedure for the use of probabilistic modelling techniques in the assessment o...
In the present work, the safety of existing traditional timber trusses is evaluated, with particula...
When accommodating new uses or mitigating the consequences of deterioration, the strength increase o...
When accommodating new uses or mitigating the consequences of deterioration, the strength increase o...
Old timber structures may show significant variation in the cross section geometry along the same e...
Old timber structures may show significant variation in the cross section geometry along the same el...
In the present work, the safety of existing traditional timber trusses is evaluated, with particula...
When accommodating new uses or mitigating the consequences of deterioration, the strength increase o...
Old timber structures may show significant variation in the cross section geometry along the same e...
A probabilistic based collapse analysis has been performed for a glulam frame structure supporting t...
When accommodating new uses or mitigating the consequences of deterioration, the strength increase o...