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The proposed method is applied to identify the flutter derivatives of a thin plate section model and the section model of a suspension bridge.
The effectiveness and accuracy of the proposed framework are illustrated by crosswind responses of a squared tall building and a two-dimensional structural section model, and by full-scale vibration measurement data of a traffic-signal-support-structure.
Extrapolation to prototype responses requires addition correction to take into account the differences both in structural mode shape and in spanwise correlation of excitation forces between the section model and the prototype.
At present, the mathematical descriptions of a low-speed nonlinear seepage phenomenon are mainly divided into three categories: quasi start-up pressure gradient model (quasi-linear flow), section model and continuous model (Zeng et al. 2011; Li and He 2005; Li and Zhu 2013), as shown in Table 1.
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As we have explored throughout this section, models and theories have informal internal components, and there are distinct modes of modeling and theorizing.
We briefly present an overview on the different modeling and simulation paradigms in Section Modeling and Simulation landscape.
This inference is in accord with both indirect evidence in the form of the distribution of impact parameters derived from the cylindrical cross-section model and with direct evidence from the fit of multi-point observations with oval cross-section ropes.
The letter is organized as follows: in section "Model data and methods" the model, simulations, and analysis methods are described.
The VIVs from a section model test and the full-scale bridge were compared, and it was found that the vertical VIV amplitude of the section model was much smaller than that from the field monitoring results.
The study of bridge responses under wind-induced loads is based upon full aeroelastic model testing or hybrid methods which use section model tests and subsequent computer analysis.
In the next section, model formulation and biological meaning of the parameters are given.
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