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- W598777723 abstract "A field study of a long-span, tubular signal bridge, very susceptible to wind-induced vibration, is described. Portions of a theoretical analysis performed by a recently developed computer program for the evaluation of Wind Effects on Luminaires and Traffic Signals (WEFFLS), were verified by field testing. The predicted resonant frequencies and lowest critical wind velocity--that wind velocity which will cause structure resonance--were confirmed by the tests. An in-situ value of structure damping, 0.2% of critical damping, was measured. /FHWA/" @default.
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- W598777723 date "1973-12-01" @default.
- W598777723 modified "2023-09-27" @default.
- W598777723 title "FIELD DYNAMIC STUDIES OF A LONG-SPAN SIGN STRUCTURE" @default.
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