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The nonlinear behaviour of the structures could be also considered.
The fatigue life of offshore wind turbines strongly depends on the dynamic behaviour of the structures including the underlying soil.
However, experimental investigation has shown that the current prediction of the yield strength in engineering provides conservative results relative to the actual yield behaviour of the structures.
Rigorous wind tunnel test programmes have been devised and executed to determine the aerodynamic behaviour of the structures in the most critical erection conditions.
Comparison with the experimental results, obtained on a shaking table, gives an insight into the behaviour of the structures and shows the ability but also the limitations of the approach.
ESFM analysis and RSM analysis are done and results are compared to study the seismic behaviour of the structures.
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Further, it is demonstrated that the resulting experimentally derived models can be used to predict the effects of structural modifications upon the frequency response behaviour of the structure.
This paper presents an analysis of the behaviour of the structure and the effect of friction on its dynamics.
Nevertheless, sometimes, these models are not suitable to describe the dynamic behaviour of the structure.
The influence of the perforation eccentricity and spacing on the behaviour of the structure is highlighted for several opening configurations.
The approach accounts for the geometrically nonlinear behaviour of the structure by utilizing response analysis up until the critical point.
More suggestions(18)
behaviour of the organizations
behaviour of the organization
behaviour of the configuration
characteristics of the structures
behaviour of the structured
behaviour of the authorities
behaviour of the banks
behaviour of the methods
behaviour of the parts
behaviour of the materials
behaviour of the cells
behaviour of the bombers
behaviour of the characters
behaviour of the slabs
behaviour of the jihadists
behaviour of the women
behaviour of the joints
behaviour of the samples
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