宁波大学学报（理工版）
寧波大學學報（理工版）
저파대학학보（리공판）
JOURNAL OF NINGBO UNIVERSITY(NSEE)
2014年
4期
104-107
,共4页
不稳定结构%足底压力%峰值压强%压强-时间积分
不穩定結構%足底壓力%峰值壓彊%壓彊-時間積分
불은정결구%족저압력%봉치압강%압강-시간적분
unstable structural%plantar pressure%peak pressure%pressure-time integral
选取22名步态稳定的健康男性作为受试者，分别用控制鞋和实验鞋以自选速度沿10 m长实验室跑道行走，对足底不同区域的峰值压强、压强-时间积分和接触面积进行研究。结果表明：实验鞋在后跟区域的峰值压强和压强-时间积分比控制鞋明显升高，说明不稳定结构元素在前脚掌冠状面上的调整可以显著地改变足底压力的分布。
選取22名步態穩定的健康男性作為受試者，分彆用控製鞋和實驗鞋以自選速度沿10 m長實驗室跑道行走，對足底不同區域的峰值壓彊、壓彊-時間積分和接觸麵積進行研究。結果錶明：實驗鞋在後跟區域的峰值壓彊和壓彊-時間積分比控製鞋明顯升高，說明不穩定結構元素在前腳掌冠狀麵上的調整可以顯著地改變足底壓力的分佈。
선취22명보태은정적건강남성작위수시자，분별용공제혜화실험혜이자선속도연10 m장실험실포도행주，대족저불동구역적봉치압강、압강-시간적분화접촉면적진행연구。결과표명：실험혜재후근구역적봉치압강화압강-시간적분비공제혜명현승고，설명불은정결구원소재전각장관상면상적조정가이현저지개변족저압력적분포。
Footwear’s structure design can alter foot’s plantar pressure in certain specific regions. In the test, we adjust unstable structural elements in the heel and forefoot regions with 22 healthy male respondents participated. The participants are asked to walk over a 10-m walkway wearing a control shoes and test shoes in their self-selected speed. Peak pressure, pressure-time integral and contact area are measured and calculated. It is found that both the peak pressure and pressure-time integral are significantly increased in the test shoes. By adjusting the unstable structural elements in metatarsals position, the plantar pressure distribution can be effectively changed, and the peak pressure and pressure-time integral is significantly higher in the append region.
