Structural Assessment Of A Wooden Bell-tower
Author(s)
N. André, P. Galimard & P. Morlier
Abstract
This paper deals with the mechanical assessment of timber frame historical
buildings, using field measurements coupled with numerical methods. The first
step of the study aims at identifying the weak points of the system, i.e. those that
have a dominant influence on the system response: an in situ diagnostic coupled
with an experimental design and a FE calculation provides qualitative
information on the system behavior. At th~s stage, a limited number of weak
points have been identified that should be reinforced. In order to obtain the
actual state of the system, quantitative information on the relationship between
the input variables (properties of weak points) and the response is required.
Then, this quantitative information is injected into the FE model to get an update
of the influent parameters. By doing this, an optimized reinforcement of the
structure ca
Keywords
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