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Experimental investigation on single person’s jumping load model
  • ISSN号:1671-3664
  • 期刊名称:《地震工程与工程振动:英文版》
  • 时间:0
  • 分类:TU352.1[建筑科学—结构工程]
  • 作者机构:State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University, Tongji Architecture Design (Group) Co.Ltd.
  • 相关基金:the National Natural Science Foundation of China under Grant Nos.51178338 and 51478346;State Key Laboratory of Disaster Reduction in Civil Engineering under Grant No.SLDRCE14-B-16
中文摘要:

This paper presents a modified half-sine-squared load model of the jumping impulses for a single person. The model is based on a database of 22,921 experimentally measured single jumping load cycles from 100 test subjects. Threedimensional motion capture technology in conjunction with force plates was employed in the experiment to record jumping loads. The variation range and probability distribution of the controlling parameters for the load model such as the impact factor, jumping frequency and contact ratio, are discussed using the experimental data. Correlation relationships between the three parameters are investigated. The contact ratio and jumping frequency are identified as independent model parameters, and an empirical frequency-dependent function is derived for the impact factor. The feasibility of the proposed load model is established by comparing the simulated load curves with measured ones, and by comparing the acceleration responses of a single-degree-of-freedom system to the simulated and measured jumping loads. The results show that a realistic individual jumping load can be generated by the proposed method. This can then be used to assess the dynamic response of assembly structures.

英文摘要:

This paper presents a modified half-sine-squared load model of the jumping impulses for a single person. The model is based on a database of 22,921 experimentally measured single jumping load cycles from 100 test subjects. Threedimensional motion capture technology in conjunction with force plates was employed in the experiment to record jumping loads. The variation range and probability distribution of the controlling parameters for the load model such as the impact factor, jumping frequency and contact ratio, are discussed using the experimental data. Correlation relationships between the three parameters are investigated. The contact ratio and jumping frequency are identified as independent model parameters, and an empirical frequency-dependent function is derived for the impact factor. The feasibility of the proposed load model is established by comparing the simulated load curves with measured ones, and by comparing the acceleration responses of a single-degree-of-freedom system to the simulated and measured jumping loads. The results show that a realistic individual jumping load can be generated by the proposed method. This can then be used to assess the dynamic response of assembly structures.

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期刊信息
  • 《地震工程与工程振动:英文版》
  • 主管单位:中国地震局
  • 主办单位:中国地震局工程力学研究所
  • 主编:齐霄斋
  • 地址:哈尔滨学府路9号
  • 邮编:150080
  • 邮箱:
  • 电话:0451-86652649
  • 国际标准刊号:ISSN:1671-3664
  • 国内统一刊号:ISSN:23-1496/P
  • 邮发代号:14-247
  • 获奖情况:
  • 国内外数据库收录:
  • 美国工程索引,美国剑桥科学文摘,美国科学引文索引(扩展库),英国科学文摘数据库
  • 被引量:232