Structural Engineering and Mechanics

  • 제54권5호
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  • Pages.937-953
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  • 2015
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Walking load model for single footfall trace in three dimensions based on gait experiment

  • Peng, Yixin (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University) ;
  • Chen, Jun (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University) ;
  • Ding, Guo (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University)
  • 투고 : 2014.07.06
  • 심사 : 2015.04.08
  • 발행 : 2015.06.10
⟨ 이전 논문 다음 논문 ⟩

초록

This paper investigates the load model for single footfall trace of human walking. A large amount of single person walking load tests were conducted using the three-dimensional gait analysis system. Based on the experimental data, Fourier series functions were adopted to model single footfall trace in three directions, i.e. along walking direction, direction perpendicular to the walking path and vertical direction. Function parameters such as trace duration time, number of Fourier series orders, dynamic load factors (DLFs) and phase angles were determined from the experimental records. Stochastic models were then suggested by treating walking rates, duration time and DLFs as independent random variables, whose probability density functions were obtained from experimental data. Simulation procedures using the stochastic models are presented with examples. The simulated single footfall traces are similar to the experimental records.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation

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