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References can have reference properties that represent other type of references.
Each individual result has reference properties that correspond to SPARQL variables used in the query.
Such reference properties are subtracted from the experimental data and the difference is analyzed.
Another type of references is called methods, which are similar to reference properties but contain additional arguments enclosed in parentheses.
As is well known, from a purely logical point of view self-reference properties in formal systems impose limitations on the descriptive power of the systems themselves.
Structural timber is, in most cases, characterized by three parameters usually designated as reference properties: density, bending modulus of elasticity and bending strength.
If the pure component reference properties are not available, then the may he obtained from the properties of two similar fluids.
The paper contains a description of the basic reference properties for timber strength parameters and ultimate limit state equations for timber components.
The definitions of viscoelastic stress, reference modulus and pseudostrain were rigorously established to assure that the material properties in the linear viscoelastic stage were the reference properties and that the sole linear viscoelastic effect was eliminated when determining the pseudostrain and DPSE in the three stages.
One of the focuses of the present paper is the assessment of the global behaviour of timber floors by means of dynamic analysis, which is one of the non destructive tests (NDT) used to evaluate the reference properties of the wood.
The suitable base vectors (Base 1, 2 and 3 vector) were chosen based on the finding how their projections represent cartilage reference properties.
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