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    The buffeting performance of the free-standing tower of Zhanjiang Bay Bridge, a long-span cable- stayed bridge, under yaw wind is investigated by means of wind tunnel test of aeroelastic full model.

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    According to the analysis of theoretical calculation and model experiment, the design of anchor system of pylon is proved safe and reliable, and meets with the criterion at the specified states.

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    According to the analysis of theoretical calculation and model experiment, the design of anchor system of pylon is proved safe and reliable, and meets with the criterion at the specified states.

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