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There is a need to understand the behaviour of this structure under higher strain rate compression.
Previous work has analysed the behaviour of this structure when subject to simultaneous fires on three floors.
In this paper (Part I), the ability of the conditioned reverse path method, which is a frequency domain technique, to identify the behaviour of this structure is assessed.
In the companion paper (Part I) [1] the ability of the conditioned reverse path method, which is a frequency domain technique, to identify the behaviour of this structure is assessed.
A reactor is modeled as a thin cylinder with one end capped by a solid circular plate and the dynamic behaviour of this structure is investigated when it is subjected to an impulsive load uniformly distributed over the circular plate.
The aneurysm-like behaviour of this structure predisposes patients to arrythmogenic and thrombogenic events.
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The dynamic behaviour of this beam structure is predicted by solving mathematically its vibration characteristics governed by beam configurations.
This paper presents an analysis of the behaviour of the structure and the effect of friction on its dynamics.
This set of analytical equations can used to predict the behaviour of the structure under oblique load.
This may only be achieved using partial-interaction theory which truly reflects the behaviour of the structure.
Nevertheless, sometimes, these models are not suitable to describe the dynamic behaviour of the structure.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com