Vibration Test of Hangzhou East Railway Station under Pedestrian Load

Abstract:

Much concern has been paid on the human-induced vibration of high-speed railway station structures in recent years. But the vibration responses are influenced greatly by are two key factors, which are rational pedestrian load model and accurate structure calculation model. Field test, therefore, is the most directly and valuable method to obtain the vibration responses of large-span railway station structure. The vibration responses of the waiting floor of the Hangzhou East Railway Station, which is just completed, are measured and analyzed. The test results showed that the vibration of waiting room floor under pedestrian load cannot be neglected for vibration comfort evaluation.

• Periodical: Applied Mechanics and Materials (Volumes 578-579)
• Pages: 1247-1250
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.578-579.1247
• Online since: July 2014
• Authors: Yan Li Yu*, Wei He, Wei Ping Xie
• Keywords: Field Test, Pedestrian Load, Railway Station, Vibration

References

[1] H. X. He and W. M. Yan. Floor vibrations induced by human jumping and landing. Journal of Vibration Engineering, Vol. 26(2013), p.220.

[2] H. X. He, W. M. Yan. and A. L. Zhang. Dynamic interaction between human and beam-slab structures under human walking excitation. Journal of Vibration and Shock, Vol. 27(2008), p.132.

[3] S. Živanovi, A. Pavic and P. Reynolds. Vibration serviceability of footbridges under human-induced excitation: a literature review. Journal of Sound and Vibration, Vol. 279(2005), p.1.

DOI: 10.1016/j.jsv.2004.01.019

[4] T. H. Kim, Y. T. Kim and Y. S. Yoon. Development of a biomechanical model of the human body in a sitting posture with vibration transmissibility in the vertical direction. International Journal of Industrial Ergonomics, Vol. 35(2005), p.817.

DOI: 10.1016/j.ergon.2005.01.013

[5] ATC 1999. The Applied Technology Council, Design Guide 1: Minimizing Floor Vibration.