期刊文献+

单人跳跃荷载模型及其参数取值 被引量:14

Experimental Investigation on Single Person's Jumping Load Model and Its Parameters
下载PDF
导出
摘要 采用三维动作捕捉技术结合固定测力板,开展了100人次5种跳跃频率下的跳跃荷载曲线的测试实验.在跳跃荷载的傅里叶级数模型基础上,通过对实验数据的分析指出模型的计算谐波阶数可取为6阶,模型中傅里叶系数(动载因子)和相位角则可根据已知设计条件按两种方法取值,分别利用给定的跳跃频率或跳跃接触率来计算.讨论了两种取值方法的优缺点和适用条件,进一步给出了所建议荷载模型的详细使用步骤,并与国外现有荷载模型的动载因子值进行了对比. This paper aims to develop the load model for single person's jumping.The three-dimension motion capture technology was employed in the experiment in conjunction with force plates to record the jumping load curves.One hundred subjects participated in the experiment and every subject completed five test cases including one free jumping case and four fixed-frequency jumping cases.Based on the experimental results and the classical Fourier series function,the jumping load model was developed and its parameters could be determined by the preset jumping frequency or the jumping contact ratio.Maximum order of harmonics of the model was proposed to be as six.Advantages and disadvantages of the two ways were discussed as well as the detailed application procedure of the model.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2014年第6期859-866,共8页 Journal of Tongji University:Natural Science
基金 国家自然科学基金(51178338) 教育部新世纪优秀人才支持计划(NCET-12-0416)
关键词 跳跃荷载 傅里叶级数模型 动载因子 相位角 jumping load Fourier-series model dynamic load factor phase angle
  • 相关文献

参考文献12

  • 1Erlingsson S, Bodare A. Live load induced vibrations in Ullevi Stadium dynamic soil analysis [J]. Soil Dynamics and Earthquake Engineering, 1996, 15(3): 171.
  • 2Jones C A, Reynolds P, Pavc A. Vibration serviceability of stadia structures subjected to dynamic crowd loads: a literature review [J]. Journal of Sound and Vibration, 2011, 330 ( 8 ) : 1531.
  • 3CCTV. Asia today 20110721[EB/OL]. [2014-01-04]. http..// news. cntv. on/world/20110721 / 100340. shtml.
  • 4Racic V, Pavic A. Mathematical model to generate near- periodic human jumping force signals[J]. Mechanical Systems and Signal Processing, 2010, 24, 138.
  • 5王玲.跳跃激励动力特性实验与荷载模型研究[D].上海:同济大学,2012.
  • 6Ji T. Floor vibration induced by dance-type loads: theory [J]. Structural Engineer, 1994, 72(3/1): 37.
  • 7Racic V, Pavic A. Stochastic approach to modelling of near- periodic jumping loads [J]. Mechanical Systems and Signal Processing, 2010, 24(8): 3037.
  • 8Ellis B R, Ji T. Building research establishment digest: the response of structures to dynamic crowd loads [D]. [S. 1. ].. Building Research Establishment, 2004.
  • 9Chen J, Wang L, Chen B, et al. Loads generated by human jumping experiments and numerical modeling [ C] //The Twelfth International Symposium on Structural Engineering. P, eijing: Science Press, 2012: 679-685.
  • 10Pernica G. Dynamic load factors for pedestrian movements and rhythmic exercises[J]. Canadian Acoustics, 1990, 18(2): 13.

共引文献2

同被引文献61

引证文献14

二级引证文献37

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部