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- W11194433 abstract "Reinforced concrete (RC) structures often experience cracking even at service loads. During their life span, cracks may be widened due to accidental man-made or natural loads such as truck collision and earthquake events. When cracks are wide and deep enough to cause appreciable softening, RC structures respond to dynamic loads in a nonlinear fashion even at the level of weak vibration. This softening sometimes results in the unstable vibration of the structures. In this paper, the test results of two RC beams are presented to study the transient and stationary properties of cracked structures under harmonic loads. Both deflection and acceleration transfer functions were obtained from a series of laboratory tests. Some phenomena associated with nonlinear vibration were observed during the tests and physical insights are given. The effect of additional dead weight on the nonlinear characteristics is investigated experimentally." @default.
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- W11194433 date "2000-01-01" @default.
- W11194433 modified "2023-09-27" @default.
- W11194433 title "Stability of Nonlinear Vibration in Cracked Concrete Structures" @default.
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