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Wind-induced response of bridge stay cables in unsteady wind

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Academic year: 2020

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Figure

Figure 3-1 Raw wind speed data collected on site of a cable-stayed bridge by Ni et al (2007)
Figure 3-3 Orientation of typical stay cable with respect to the oncoming wind
Figure 3-5 the aerodynamic force coefficients results by Cheng et al. (2008a) (b) the lift force coefficient
Figure 3-8 Aerodynamic damping ratio of a circular cylinder model in experiments by Cheng et al
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