Vibration behavior of timber-concrete composite floors under human-induced excitation. (November 2020)

• Record Type: Journal Article
• Authors: Xie, Zhong; Hu, Xiamin; Du, Hao; Zhang, Xiaoyu
• Is Part Of: Journal of building engineering. Volume 32(2021)
• Publication Date: 2020-11
• Subjects: Timber-concrete composite floor -- Human-induced excitation -- Fundamental frequency -- Peak acceleration -- Vibration serviceability; Building -- Periodicals; 690.05
• DOI: 10.1016/j.jobe.2020.101744
• Languages: English
• ISSNs: 2352-7102

Abstract

Abstract: The design of timber-concrete composite (TCC) floors is usually subject to the requirement of serviceability rather than strength. Most studies reported so far focus on the dynamic characteristics of the TCC floor. However, there are few studies conducted on the vibration comfort of TCC floors under human-induced excitation. In this paper, dynamic experiments were performed to obtain the fundamental frequency and the damping ratio of a glulam-concrete composite floor under simply supported and fixed support boundary conditions, respectively. Besides, an in-depth investigation was carried out considering the influences of walking path, step frequency, number of pedestrians, arrangement of walking loads and walking mode on the vibration response of the composite floor. Test results showed that the peak acceleration of the floor increased with an increase in step frequency and the number of pedestrians. Regular walking caused a higher peak acceleration compared to irregular walking. At the same step frequency, marking time caused a larger peak acceleration than normal walking. Three existing analytical models were applied to predict the fundamental frequency of the floor, which conformed to the experimental results. In addition, a calculation model and finite element (FE) models were proposed to predict the peak floor acceleration under a single person walking, and the numerical model results agree well with the test results. A double-index was proposed to evaluate the vibration serviceability of TCC floors; the fundamental frequency of the floor is required to exceed 15 Hz and the peak acceleration ought to be less than 0.15 m/s 2 . Highlights: Experimental and analytical dynamic investigation of a full-scale TCC floor with two different boundary conditions. Performed tests on the TCC floor with nineteen different human-induced excitations. Analytical models predicted the fundamental frequency of tested floor within ±7%. Numerical models anticipated the peak acceleration of floor under single pedestrian load within ±12%. A double-index for evaluating the vibration serviceability of TCC floor was proposed.