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The final goal is a better understanding of the seismic behavior of timber-framed structures with infill to help at modeling such structures and predicting their seismic vulnerability.
We also describe results of modeling such structures with the aim of being able to design electrical and optical characteristics of future laser structures.
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Due to the complexity in modelling such structures, numerical study of precast segmental columns subjected to seismic loads is limited.
A study of vibration transmission through a frame typical of timber-framed buildings was undertaken in order to establish whether or not statistical energy analysis (SEA) could be used to model such structures.
A number of statistical models, such as autoregressive [49] and antedependent [50] models, have been formulated to model such a structure.
Even though earthquake swarms can be dangerous, scientists are able to model such events to analyze their structure.
A Markov model provides a suitable structure to model such a disease.
The V-structure that is formed at the XRCC3_241 node is a distinctive feature of BN modeling; such a structure implies that the two parents are marginally (i.e., unconditionally) independent, but become dependent when conditioned on the value of the child.
Indeed, computation costs associated with the complete modelling of such structures can be rapidly prohibitive if industrial applications are considered.
Elastic sandwich-type structures with high-contrast material and geometrical properties have numerous applications in modern engineering, including, in particular, laminated glass, photovoltaic panels, precipitator plates in gas filters, etc. Multi-parametric modelling of such structures assumes taking into consideration various types of contrast in stiffness, density and thickness.
Only numerical method (boundary element method (BEM) or finite element method (FEM)) based packages (e.g. PZFlex) are in principle capable of modeling ultrasonic fields in such structures.
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