Konstantin S. Strelkov, Michael S. Komarov, Andrey V. Kozichev, Olga A. Markina, Anatoliy V. Bykovsky, Boris A. Logunov, Leonid L. Teperin

DOI Number: N/A

Conference number: IFASD-2015-201

During the design of a highway bridge there is the necessity to ensure its windflow stability in operation wind-speed range in accordance with codes and standards. In this paper the method of preliminary estimation of stability of solid-web highway bridges under wind forcing is suggested. This method permits to choose the optimum structure parameters on the design stage and thereby to minimize the risk of vibration occurrence.

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In Categories: 2. IFASD 2015, Poster presentations
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