Semi-analytical approach for analyzing walking load

被引:3
|
作者
Cao, Liang [1 ]
Chen, Y. Frank [2 ]
Liu, Jiepeng [1 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Penn State Univ, Dept Civil Engn, Middletown, PA 17057 USA
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Inverted-pendulum model; Bi-parametric perturbation method; Walking load; Ground reaction force; VIBRATION SERVICEABILITY; FOOTBRIDGE; MODEL;
D O I
10.1007/s11071-021-06679-7
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In this paper, a bi-parametric perturbation method is proposed to solve the kinematic motions of the human walking load simulated by an inverted-pendulum model consisting of a mass point, spring limbs, and roller feet. In order to establish the kinematic motions of the first and second single- and double-support phases, the Lagrangian variation method is used. Given a set of model parameters, desired walking speed, and initial states, the perturbation solution is used to study the influences of roller radius, stiffness, impact angle, walking speed, and mass on the ground reaction forces (F-z and F-xy), step length, cadence, and duration time. The analytical results show that the peak values of F-z and F-xy are proportional to stiffness, impact angle, and walking speed, but inversely proportional to the roller radius.
引用
收藏
页码:1483 / 1501
页数:19
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