Abstract
Wind-induced vibration of bridge girders needs to be considered as a part of the wind resistant design procedure in order to avoid unfavorable wind actions such as the collapse of the original Tacoma Narrows Bridge in 1940. The wind-induced vibration of bridge girders can be classified into the following three types
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Fujino, Y., Kimura, K., Tanaka, H. (2012). Vibration Control for Bridge Girders. In: Wind Resistant Design of Bridges in Japan. Springer, Tokyo. https://doi.org/10.1007/978-4-431-54046-5_8
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DOI: https://doi.org/10.1007/978-4-431-54046-5_8
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