Abstract:
The assessment of the structural performance of existing timber structures is dependent,
among other factors, on the capacity to evaluate the physical and mechanical properties of structural timber elements in situ. This paper discusses the possibilities/advantages of using a probabilistic approach to obtain a more reliable prediction of the reference
properties of these timber members in situ. The presented approach combines information
from common non-destructive techniques (NDT), such as visual assessment and
ultrasounds, and those from semi-destructive tests (SDT), as meso tension specimens and
wood cores. An application of this approach to maritime pine (Pinus pinaster Ait.) and
chestnut (Castanea sativa Mill.) timber pieces of structural dimension is presented.
