3Matsumoto Y, Sato S, Nishioka T, Shiojiri H. A study on dynamic design of pedestrian over-bridges in consideration of characteristics of pedestrians[J]. Proc. of JSCE, 1972, (205): 63-70.
4BS 5400: Steel, Concrete and Compostie Bridges, Part 2. Specification for loads, 7.1.5. Vibration Serviceability[S] London: British Standards Institution, 1978.
5Wheeler J E: Prediction and control of pedestrian - induced vibration in footbridges [J ]. Proc. OfASCE, 1982, 108 (9): 2045-2065.
6LeonardDR. Human tolerance levels for bridge vibrations [R]. Report No.34, Harmondsworth: Ministry of Transport Road Research Labortory, 1966.
7ISO 2631-1: 1997. Mechanical vibration and shock-evaluation of human exposure to whole-body vibration--part 1 : General requirements[S].
9Chasteau V A L. The use of tuned vibration absorbers to reduce wind excited oscillations of a steel footbridge[J]. The Civil Engngin South Africa, 1973, 15(6): 147-154.
10Jones R T, Pretlove A J. Vibration absorbers and bridges[J]. The Highway Engineer, 1979, 26(1 ): 2-9.