Another innovative design technique, the combination of a cable-stayed and suspension structure, is adopted to balance the deflections of the end and the central bridge spans. Specifically, the wind load is applied as steady sinusoidal force at various frequencies, where each cycle of loading exerts additional energy and increases the vibration amplitude. The maximum vertical deflection occurs at the middle of the central span, which is around 8. In this case, when the wind blows in the same frequency as the first natural frequency mode 0. Figure 9 shows that the first mode is the most critical case, since at 0. By considering different loading cases while maintaining relatively low deflections, a K value of 0. Over 21, IntechOpen readers like this topic Help us write another book on this subject and reach those readers Suggest a book topic Books open for submissions. It is found that the transverse deflections at the edge span and the central span near the pylons are very small, and the maximum transverse deflection of More statistics for editors and authors Login to your personal dashboard for more detailed statistics on your publications.
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