Response Spectrum Analysis Method of Footbridge Lateral Vibration under Man-Bridge Interaction

Yu Nan; Zhi Gang Song; Shi Jiao

doi:10.4028/www.scientific.net/AMR.838-841.1165

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Analysis and Research about the Influences of the Foundation Pit on the Nearby Water Pipe Bridge
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Response Spectrum Analysis Method of Footbridge...

Response Spectrum Analysis Method of Footbridge Lateral Vibration under Man-Bridge Interaction

Abstract:

Based on the uniform experimental design method and combining with the additional lateral pedestrian role derived from social force, this paper establishes human-bridge dynamic interaction model and calculates dynamic response of simply supported structures with different span, damping ratio, walking stride frequency and other parameters under the man-bridge dynamic interaction. The acceleration response spectrum is obtained by FFT transform of acceleration response. Then RMS-acceleration response spectrum is calculated in accordance with ISO overall frequency weighting method and the response spectrum envelope formula is fitted by parametric analysis.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

1165-1169

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.1165

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Online since:

November 2013

Authors:

Yu Nan, Zhi Gang Song, Shi Jiao

Keywords:

Dynamic Interaction, Frequency Weighting, Lateral Vibration, RMS-Acceleration Response Spectrum

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References

[1] Y. Fujino, B.M. Pacheco, S. Nakamura, P. Warnitchai. Synchronization of human walking observed during lateral vibration of a congested pedestrian bridge [J]. Earthquake Engineering and Structural Dynamics, 1993(22): 741-758.

DOI: 10.1002/eqe.4290220902

Google Scholar

[2] Song Zhigang. A New Annoyance-based Vibration Comfort Design Theory on Engineering Structures [D]. Zhejiang University, (2003).

Google Scholar

[3] H Bachmann. Vibration in structures induced by man and machines. Structural engineering documents 3e [M]. Zurich: International association of bridge and structural engineering (IABSE); (1987).

Google Scholar

[4] Fang Kaitai, Ma Changxing. orthogonal and uniformity experimental design [M] Beijing: Science Press, (2001).

Google Scholar

[5] Helbing D. . A mathematical model for the behavior of pedestrians. Behavioral Science, Vol. 36(1991), p.298.

Google Scholar