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- W2371037896 abstract "Based on bridge tower model wind hole experiment,according to method of structure slackening shake stability analysis,it makes special integral calculus for surface average wind pressure modulus,obtains slant bend mode generalized gas dynamic force modulus,according to study generalized gas dynamic force modulus changing with windy direction angle,calculation obtains every direction incident flow critical wind speed of horizontal wind direction slackening shake missing stabilization,consequently to decide slackening shake stability of bridge tower." @default.
- W2371037896 created "2016-06-24" @default.
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- W2371037896 date "2008-01-01" @default.
- W2371037896 modified "2023-09-23" @default.
- W2371037896 title "Analysis of slackening shake stability of a single post style diagonal cable bridge tower" @default.
- W2371037896 hasPublicationYear "2008" @default.
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