Experimental investigation on parameters of pedestrian load model up and down stairs

DU Yong-feng1,LIU Lu-lu1,ZHU Qian-kun1,2,CHEN Kai1

Journal of Vibration and Shock ›› 2016, Vol. 35 ›› Issue (21) : 220-228.

PDF(2932 KB)
PDF(2932 KB)
Journal of Vibration and Shock ›› 2016, Vol. 35 ›› Issue (21) : 220-228.

Experimental investigation on parameters of pedestrian load model up and down stairs

  • DU Yong-feng1,LIU Lu-lu1,ZHU Qian-kun1,2,CHEN Kai1
Author information +
History +

Abstract

The experiment has obtained 900 groups of three-dimensional loading curves human induced on flexible staircases, using the Fast Fourier transform, to figure out the distribution of each harmonic dynamic loading factor and indicate the discrete distribution of phase angle. And then using the wavelet transform could get a single load time-spectrum plot, reflecting the variability of frequency during human walking. Finally, the excitation human induced on floors was made a comparison with the load up and down stairs in terms of walking frequency, amplitude and other parameters, as well as the comparison between ascending staircases and descending staircases. So conclude that the pedestrian load up the stairs is at least 150% of load human induced on the floor and down the stairs is more than 300%.

Key words

 flexible staircases / pedestrian load / Fourier series load models / dynamic loading factors / wavelet transform

Cite this article

Download Citations
DU Yong-feng1,LIU Lu-lu1,ZHU Qian-kun1,2,CHEN Kai1. Experimental investigation on parameters of pedestrian load model up and down stairs[J]. Journal of Vibration and Shock, 2016, 35(21): 220-228

References

[1] 王  赞,韦振飞,王寒冰,等. 钢结构旋转楼梯的结构设计及舒适度分析[J].建筑结构, 2013, 43(S1):414-417.
WANG Zan, WEI Zhen-fei, WANG Han-bing,et al. Design and comfort analysis of spiral steel staircase[J]. Building Structure, 2013, 43(S1):414-417.
[2] Bishop N W M, Willford M, Pumphrey R. Human induced loading of flexible staircases [J]. Safety Science, 1995, 18: 261–276.
[3] Kerr S C, Bishop N W M. Human induced loading on flexible staircases[J]. Engineering Structures, 2001, 23: 37–45.
[4] Kerr S C. Human induced loading on staircases[D]. UK: University College London, 1998.
[5] Kim S B, Lee Y H, Scanlon A,et al. Experimental assessment of vibration serviceability of stair systems[J]. Journal of Constructional Steel Research, 2008, 64:253-259.
[6] Kretz T, Grunebohm A, Kessel A,et al. Upstairs walking speed distributions on a long stairway[J]. Safety Science, 2008, 46( 1): 72–78.
[7] Davis Brad, Murray T M. Slender Monumental Stair Vibration Serviceability[J]. Journal of Architectural Engineering, 2009, 15(4):111-121.
[8] da Silva F T, Brito H M B F, Pimentel R L. Modeling of crowd load in vertical direction using biodynamic model for pedestrians crossing footbridges[J]. Canadian Journal of Civil Engineering, 2013, 40(12): 1196-1204.
[9] Cunha A, Caetano E, Ribeiro P, et al. Pedestrian-structure interaction in the vertical direction: coupled oscillator force model for vibration serviceability assessment[C]. Proceedings of the 9th International Conference on Structural Dynamics, Porto, Portugal, 30 June,2014.
[10] 陈隽,王浩琪,彭怡欣. 行走激励的傅里叶级数模型及其参数的实验研究[J]. 振动与冲击, 2014, 33(8):  11-15+28.
CHEN Jun, WANG Ha-oqi, PENG Yi-xin. Experimental investigation on Fourier-series model of walking load and its coefficients[J]. Journal of Vibration and Shock, 2014, 33(8): 11-15+28.
[11] HIVOSS. Design of footbridges guideline: Human induced vibrations of steel structure[R]. 2008: 48-51.
[12] Bartlett R. Introduction to Sports Biomechanics[M]. Great Britain: Alden Press, 1977: 289.
[13] Zivanovic S, Pavie A, Reynolds P. Probability-based prediction of multi-mode vibration response to walking[J]. Engineering Structures, 2007, 29(6):942-954.
[14] 伊廷华,李宏男,王国新. 基于小波变换的结构模态参数识别[J]. 振动工程学报, 2006, 19(1): 51-56.
YI Ting-hua, LI Hong-nan, WANG Guo-xin. tructural modal parameter identification based on wavelet transform[J]. Journal of Vibration Engineering, 2006, 19(1): 51-56.
[15] 罗光坤,张令弥. 基于Morlet小波变换的模态参数识别研究[J]. 振动与冲击, 2007, 26(7): 135-138+187.
LUO Guang-kun, ZHANG Ling-mi. Study on identification of modal parameters based on morlet wavelet transformation[J]. Journal of Vibration and Shock, 2007, 26(7): 135-138+187.
 
PDF(2932 KB)

Accesses

Citation

Detail

Sections
Recommended

/