1. British Standards Institution (1996), BS6399: 1 Loading for buildings, London.
2. Brownjohn J and Middleton CT (2008), “Procedures for Vibration Serviceability Assessment of High-frequency Floors,” Engineering Structures, 30(6): 1548–1559.
3. Canadian Standards Association (1989), CSA Standard CAN 3-S16 1-M 89. Steel Structures for Buildings-limit State Design, Appendix G.
4. Chen X, Li AQ, Zhang ZQ, et al. (2010), “Design and Analysis on Vibration Control of Long-span Floor in Large Station Room under Stochastic Crowd-induced Excitation,” Journal of Southeast University (Natural Science Edition), 40(3): 543–547. (in Chinese)
5. Collette FS (2002), “Turned Mass Dampers for a Suspended Structure of Foot Bridges and Meeting Boxes,” Proceedings of the International Conference on the Design and Dynamic Behaviour of Footbridges, Paris, France, November 20–22, 2002.