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These analyses are aimed at providing an improved insight into the vibratory behaviour of engineering structures which exhibit periodicity.
It is well known that interfaces usually play a major role in the definition of the mechanical behaviour of engineering structures having interactions with the soil.
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Nonlinear system identification is becoming an important tool which can be used to time-varying behaviour modelling of engineering structures.
The noughties were also underpinned by a revival of engineering structures, many of which involved architects.
His research interest is uncertainty optimization of engineering structures.
Her research interest is uncertainty optimization of engineering structures.
These equations being derived from the dynamics of engineering structures with non-linear responses.
In order to model accurately the structural behaviour of complex engineering structures numerical techniques are required.
The random fields are widely used in the literature to include the random spatial variability of material properties, geometrical dimensions and loads into the mathematical models describing the behaviour of the engineering structures.
The use of numerical tools together with the incorporation of non-linear material properties in the continuum mechanics design has led to new possibilities for the analysis of fatigue behaviour in mechanical engineering structures.
This paper presents two methodologies for model-free data interpretation to identify and localize anomalous behaviour in civil engineering structures.
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