Experimental verification of a computational technique for determining ground reactions in human bipedal stance

被引:21
作者
Audu, Musa L.
Kirsch, Robert F.
Triolo, Ronald J.
机构
[1] Case Western Reserve Univ, Dept Biomed Engn & Orthoped, Cleveland, OH 44106 USA
[2] VA FES Ctr Excellence, Cleveland, OH 44106 USA
关键词
ground reaction force; standing balance; functional electrical stimulation; feedback control;
D O I
10.1016/j.jbiomech.2006.04.016
中图分类号
Q6 [生物物理学];
学科分类号
071011 ;
摘要
We have developed a three-dimensional (3D) biomechanical model of human standing that enables us to study the mechanisms of posture and balance simultaneously in various directions in space. Since the two feet are on the ground, the system defines a kinematically closed-chain which has redundancy problems that cannot be resolved using the laws of mechanics alone. We have developed a computational (optimization) technique that avoids the problems with the closed-chain formulation thus giving users of such models the ability to make predictions of joint moments, and potentially, muscle activations using more sophisticated musculoskeletal models. This paper describes the experimental verification of the computational technique that is used to estimate the ground reaction vector acting on an unconstrained foot while the other foot is attached to the ground, thus allowing human bipedal standing to be analyzed as an open-chain system. The computational approach was verified in terms of its ability to predict lower extremity joint moments derived from inverse dynamic simulations performed on data acquired from four able-bodied volunteers standing in various postures on force platforms. Sensitivity analyses performed with model simulations indicated which ground reaction force (GRF) and center of pressure (COP) components were most critical for providing better estimates of the joint moments. Overall, the joint moments predicted by the optimization approach are strongly correlated with the joint moments computed using the experimentally measured GRF and COP (0.78 <= r(2) <= 0.99, median, 0.96) with a best-fit that was not statistically different from a straight line with unity slope (experimental = computational results) for postures of the four subjects examined. These results indicate that this model-based technique can be relied upon to predict reasonable and consistent estimates of the joint moments using the predicted GRF and COP for most standing postures. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1115 / 1124
页数:10
相关论文
共 14 条
[1]   Subject-specific finite element model of the pelvis: Development, validation and sensitivity studies [J].
Anderson, AE ;
Peters, CL ;
Tuttle, BD ;
Weiss, JA .
JOURNAL OF BIOMECHANICAL ENGINEERING-TRANSACTIONS OF THE ASME, 2005, 127 (03) :364-373
[2]   A computational technique for determining the ground reaction forces in human bipedal stance [J].
Audu, ML ;
Kirsch, RF ;
Triolo, RJ .
JOURNAL OF APPLIED BIOMECHANICS, 2003, 19 (04) :361-371
[3]  
CARMINES DV, 1992, J ORTHOPAED RES, V10, P917
[4]   Hamstrings and psoas lengths during normal and crouch gait: Implications for muscle-tendon surgery [J].
Delp, SL ;
Arnold, AS ;
Speers, RA ;
Moore, CA .
JOURNAL OF ORTHOPAEDIC RESEARCH, 1996, 14 (01) :144-151
[5]  
Dempster W.F., 1955, SPACE REQUIREMENTS S
[6]   Trochanteric transfer in total hip replacement: Effects on the moment arms and force-generating capacities of the hip abductors [J].
Free, SA ;
Delp, SL .
JOURNAL OF ORTHOPAEDIC RESEARCH, 1996, 14 (02) :245-250
[7]  
KIM JW, 2005, P 38 ANN HAW INT C S, P89
[8]   Development and validation of a series of three-dimensional finite element models of the equine metacarpus [J].
Les, CM ;
Keyak, JH ;
Stover, SM ;
Taylor, KT .
JOURNAL OF BIOMECHANICS, 1997, 30 (07) :737-742
[9]  
NAKAMURA Y, 1991, ADV ROBOTICS REDUNDA, P207
[10]   Finite element and experimental models of cemented hip joint reconstructions can produce similar bone and cement strains in pre-clinical tests [J].
Stolk, J ;
Verdonschot, N ;
Cristofolini, L ;
Toni, A ;
Huiskes, R .
JOURNAL OF BIOMECHANICS, 2002, 35 (04) :499-510