The mass-spring model provides much useful information when evaluating distance running technique. The model describes the body as a mass centered above a spring that is connected to the ground during the stance phase of running (Figure 1). It has been used to investigate energy cost of running, aerobic demand, speed of running, stride frequency, and how technique changes with various surfaces (McMahon and Cheng, 1990; Farley and Gonzalez, 1996; Heise and Martin, 1998; Dalleau et al., 1998; Arampatzis et al., 1999; Kerdok et al., 2002). However, there are limitations dealing with the application of stiffness. When modeling a cycle of running with a mass-spring system, prediction of force versus time curves using a constant stiffness of the spring are clearly imperfect, especially when the runner exhibits a heel strike (Figure 2). The mass-spring model assumes a linear spring; however, in running the body does not act linearly. Prior to heel strike, runners’ bodies react more stiffly to the ground than after heel strike. Adding to the difficulty of matching predicted versus measured ground reaction forces is the fact that much variation exists from person to person, with various speeds of running, stride rates, and running surfaces. Other models have attempted to more accurately reproduce the running motion (Nigg and Liu, 1999; Derrick et al., 2000). However, these models are quite complex requiring a number of variables to be defined and calculated. The large quantity of variables in these models makes statistical correlations with other aspects of running difficult to investigate. A modification to the traditional mass-spring model was tested in this study to see whether it could better match predicted ground reaction forces to measured ground reaction forces. Since the body does not react as a linear spring during stance, application of a model with varying stiffness may be more appropriate. The initial impact during stance exhibits a relatively stiff reaction to the ground, followed by a more pliant reaction following heel strike. The model investigated in this study applies an initially high stiffness which drops to a lower stiffness, which it maintains following heel strike. This article will show how applying a variable stiffness to the region around heel strike provides a much better fit of predicted to measured ground reaction forces. This will allow for a mass-spring model that will accurately model ground reaction forces using only two variables, high and low stiffnesses. |