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- W2387364076 abstract "Backgrounded by the two long span self-anchored suspension bridges in the typhoon high-incidence coastal area in the southeastern China,the sectional model wind tunnel testing techniques and the sectional models of the stiffening girders on a scale of 1∶80 were used to study the vortexexcited resonance response of the two bridges,in which five kinds of wind attack angles of-5°,-3°,0°,+3° and +5° and twenty load cases for two kinds of construction states were considered and the resistant capacity of the long span self-anchored suspension bridges against the vortex-excited vibration without the aid of any additional measures was comprehensively analyzed." @default.
- W2387364076 created "2016-06-24" @default.
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- W2387364076 date "2008-01-01" @default.
- W2387364076 modified "2023-09-23" @default.
- W2387364076 title "Comparative Study of Vortex-Excited Resonance of Sectional Models of New Type of Long Span Self-Anchored Suspension Bridges" @default.
- W2387364076 hasPublicationYear "2008" @default.
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