Modified Segment Length Normalization

Article. Modified Segment Length Normalization

Ariel et al. (1993) developed a segment length normalization algorithm (SLN) for an open linkage system

3D conference

Published on Thursday, July 1, 1993 by Gideon Ariel
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SECOND INTERNATIONAL SYMPOSIUM ON 3-D ANALYSIS OF HUMAN MOVEMENT

the

Fourteenth Congress of the International Society of Biomechanics

July 1st – 4th, 1993 Parc du Futuroscope, Poitiers. FRANCE

MANENT SECRETARIAT AWrd PhD.. P. Eng.

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Amfym o! Hums IMov�mt

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cm. &.c. w.

PQ, H3T ICS. CANADA 1(314) 3454740.343-7934 1(514) 345 – 4801

AUSAOU1@EREUM0NFAULG

INTRODUCTION

MODIFIED SEGMENT LENGTH NORMALIZATION

Stivers K A. Wise J., Ariel G. a , Vorobiev A. G. , Probe J. D.

International Center for Biomechanical Research, P.O.Box 1169 La Jolla, CA. USA

METHODS

Errors in acquired kinematic data can cause line segments of constant length to appear to vary (Cappo zo et al. 1975). Actual biological segment length variances are small (Obraztsov, 1988) when compared to the variability introduced by the measurement and modeling errors of an image processing based data acquisition system.

Ariel et al. (1993) developed a segment length normalization algorithm (SLN) for an open linkage system of line segments which reduces measurement error by normalizing all segment lengths over a sampling period to their mean lengths. After determination of the mean segment length for every segment, the SLN is implemented in two steps for every frame.

� Reconstruct the linkage such that the length of each segment equals the segment’s mean length over the data collection period Define the reconstruction such that the resulting linkage is close to the original linkage.

� Perform a rigid body displacement which positions the reconstructed linkage as close as possible to the original linkage in the least squares sense. Since construction step I places the reconstructed linkage close to the original, the equation for infinitesimal rigid body displacements provides a close approximate solution which is linear.

Through simulation techniques the SLN was demonstrated to improve the performance of a low pass filter. SIN followed with the low pass filter yielded a 7 percent error reduction over that obtained by using the filter alone. For gait data obtained with an image processing based data acquisition system, the SLN followed with filtering yielded a 91 percent reduction in segment length variability over the filtering length variability.

The linearizing small rigid body displacement assumption in the second step of SLN is desirable for simplicity, however, displacing the reconstructed linkage as a rigid body yields a final linkage position which is not necessarily minimally displaced from the original (raw) linkage position. Displacing as a rigid body does not allow the intersegmental angles to vary.

The purpose of this paper is to present a Modified Segment Length Normalization algorithm (MSLN) which allows intersegmental angles to vary during the optimization step. The MSLN will provide a better fit of the reconstructed linkage to the original linkage position.

Through simulation techniques the ability of the MSLN to reduce error and segment length variability will be investigated and compared to SLN.

The first step of MSLN is identical to the SLNs reconstruction step. Let F be the location vector of the i-th joint of an open linkage system comprised of a series of line segments. All symbols with an overbar are vectors. An example linkage system to which SIN and MSLN may be applied is illustrated in Figure 1.

Figure 1. Seven segment linkage model of the lower extremities

F’ will henceforth be referred to as the pole position. As given in equation 1, the position of the linkage is completely specified by the location of the pole (P), the length of each segment (I J), and the direction specifying spherical angles (mI ; W) at each joint

coav~sina~-sin d,cosm/) (i=2,…,m) (1) where m is the number of joints.

Let V be the mean length of the j-th segment. By substituting V for N in equation 1, the reconstructed linkage . P is obtained as given in equation 2.

P -r +YLJ(sinw/�cosc),/,sinoY/ -sin L.4.cosopl) (i-2 m) (2)

This reconstruction provides segment lengths which equal the mean segment length over the data collection. The angular orientation of each segment in the reconstructed linkage is the same as that of the original linkage.

The final step of MSLN is to displace the raoonstxucted linkage such that the joints are minimally displaced from their original positions in the least squares sense. A displaced linkage q is given in equation 3. To simplify notation s(-) and crJ reprr~eat sin(, and eosC) reVectively.

q =i +w (3)

I-~

4 w4 +FL1(s(ark+aJ)�c(u +#’),s(aI+,W),c(mS+aJ))

1-1

p w Z.� �.m)

where I is a translation vector and (a1-,Pi) are angular changes.

Since the reconstructed linkage has segments whose angular orientation equals that of the original linkage, assuming that (a1;PI) are small angles is reasonable. Utilizing the small angle assumption yields equation 4 which is linear in all displacement variables u , a1, and,01.

q =r1+u

q =q1 + I-1 LJ(f~+voc +h1~) (i=2,….m) (4)

1=1 f1=(s(w’)c(J)s(~)s(v’),c(S))

S1 =(c(m~)c(ur),c(a>a)s(v1),-s(a1)) h1 = (-s(cd }s( >1),s(ar~)c(v’),0.)

The requirement that linkage q be minimally displaced from the original measured linkage position is minimize:

I(x,a’,~’)= Zzr’ -PI (5)

Setting the gradient of `equal to zero yields the following 3 + 2 – (m -1) normal equations for W, or’, and P’.

w +.-1

e,8* (�i -mp -F(m-i)Iif’)=

1.1 1.1

E ZLIf1)=

l.(NI) 1-(1.1) 1-1

w 1-1 w 1-I

81 �f(m-t + EL1a’g-1 + ~LLfi’k1)

1.(1.11 1-1 1-(Itn 1-1 1-1

h,�( Lrr -(m-t)p-1- ~L1f1)=

l-(1.1) 1-(1a1) 1-1

w 1-I w I-I

h, [(m-t)u+ � IL1a1g1 + ~L1,t~h1)

with

s =1,2,3 ; k =1,2,3 and t 1

F, are the unit direction vectors of the reference coordinate system

axis. The Einstein summation convention is on s. SA is d Kronecker delta. The solution of linear equations 6 is generate numerically using Crout’s method with implicit pivoting.

In summary, the mean lengths of every segment ar calculated over a sampling period. Equation 2 is used to reconstnx the linkage at every sample (frame). Linear equations 6 are solve to determine the displacement which places the reconstructs linkage a minimum distance from the original linkage. Equation is used with the displacement parameters to obtain the fine linkage.

RESULTS AND DISCUSSION

The ability of the algorithm to correct for measwumen error was investigated by generating n=360 positions of a four line

segment linkage. An i subscript is the position index (i=1,…,360) Each line segment was of equal length. The sum of the lengths of

each segment was set equal to 100 so that error is easil) represented as percentage of total linkage length.

Error of random magnitude and direction was introduced at each joint The pseudo random number generator used for this

study is that implemented in Borland’s C++. Let a/ be the j-th joint’s location in flame i. Thus, if ,1 is the noisy linkage data,

= a; + sip; (7)

where

a; – random error magnitude

05 See

c,.. = specified maximum error magnitude Et; =unit vector in a random direction.

SLN and MSLN are not spectral methods; thus, if analysis requiring velocity or acceleration is required these normalization techniques must be followed with data smoothing.

MSLN, SLN, smoothing, MSLN followed with smoothing, and SLN followed with smoothing were applied to the noisy linkage data. The smoothing technique applied was the

familiar three point FIR filter with coefficients of .25,.5, and .25.

As given in equation 8, the ability of each procedure to correct for random error is represented by the root mean squared error over the sampling period.

R`_ (�ZIP-a;)r)/(nx5) (8)

1-1 /-1

where q4 is the joint’s location obtained by correcting the error data r,1 with method c as listed below.

6.1

w-1 w-1

I-I

(6)

c METHOD

1 Raw

2 Smoothed

3 SLN

4 MSLN

5 SLN-Smoothing

6 MSLN-Smoothing

The results are listed in Table 1.

Table 1.

c max R’ R2 R3 R4 RS R’

(%1 f%1 1%1 f%1 f%1 f%1 f%1

I. .71 .47 .64 .61 .43 .41

3. 1.85 1.12 1.68 1.60 1.03 .97

5. 2.98 1.86 2.76 2.59 1.74 1.62

7. 4.16 2.57 3.76 3.60 2.31 2.23

9. 5.34 3.30 4.86 4.63 2.99 2.88

11. 6.49 3.93 6.06 5.73 3.71 3.47

13. 7.73 4.79 7.21 6.84 4.44 4.23

15. 8.81 5.38 8.34 7.91 5.09 4.82

Thus, from Table 1, SLN and MSLN reduces error for all cases. SLN reduced random error on the average by 7.78% with standard deviation of 1.51%. MSLN’s average error reduction was 12.5:1: 1.26%.

The smoothing low pass filter yielded an error reduction relative to the random error of 37.9� 1.8%. The best error reduction was achieved by following the MSLN with smoothing which had a reduction of 45.5 t 1.8%. The MSLN followed by smoothing yielded an error reduction which was 5.13 t 1.2% better than the SIN followed with smoothing approach.

f

Length variability caused by measurement error can negatively effect kinetic analysis. The problems stem from the prevailing methods of determining inertial properties from segment length. The RMS length variability for all methods is listed in

Table 2. V` is the length variability of method c.

Table 2.

e max Vu V2 V3 V4 V3 V6

(%1 f%1 f%1 f%l (%1 f%1 f%1

1. 0.56 0.36 .0000 .0000 0.11 0.11

3. 1.46 0.90 .0000 0.17 0.16

5. 2.32 1.45 .0000 .0001 0.28 0.26

7. 3.37 2.13 .0000 .0006 0.44 0.42

9. 4.40 2.76 .0001 .0093 0.66 0.62

11. 5.05 3.21 .0001 .0116 1.02 0.96

13. 6.32 4.20 .0005 .0052 1.38 1.31

15 6.98 4.66 .0006 .0240 1.87 1.91

zero. On the average, smoothing reduced length variability by on] 36.:t 1.9% while preceding smoothing with SLN and MSLI yielded length variability reductions of 92.4�5.4% and 83.0: 5.7% respectively.

CONCLUSION

A MSLN kinematic data processing technique wa developed for linkages that can be represented as a sequence of din segments. MSLN uses the invariance of segment length to reduc measurement error and segment length variability.

Using computer simulation, the MSLN was found t, statistically reduce measurement error. The MSLN method yields random error reduction which was 60.% better than the SI1 method. The best error reduction considered was obtained b’ following MSLN with smoothing.

Both SLN and MSLN reduced segment variability to practically zero. SLN and MSLN were found to help a standan smoothing low pass filter to reduce length variability by 1305, relative to the variability obtained by filtering alone.

Since MSLN was shown to help a traditional smoothing technique to statistically reduce both measurement error and lengtt variability, MSLN is a promising kinematic data proccesssinj method.

REFERENCES

Ariel, GB. et al. (1993) Error reduction in

ldnetnatic data

through segment length normalization. Biomechanics, -th LS.B, Congress, Paris. (submitted)

Cappo�u, A, Leo, T. and Pedotti, A (1975) A geaeiai computing method for the analysis of human locanoticma JBiaxedumries 8, 307-320.

Goldstein, H. (1981) Classical Medimdcs Addison-Wesley. Reading, Massachusetts.

Jamings, LS. and Wood, GA (1987) Co-joint data smoothing using splines. European Biome chanics (6th Meeting of due Ewupeem Soeiesy of Bianeelmries) AM Goodsbip and L.E. Lanyor (ed.), Univ. of Bristol, Buttrworths, L.adon.

Obraztsov, LF. (1988) Problems of st ength in biomecimtic (in Russian). Vyshaiya Shkola, Moscow.

Paul, R. P. (1981) Robot Mwuipulatas. The MIT Press Cambridge, Massachuxtts.

Walton, J. (1981) Close-Range cinephotagrammetry e generalized technique for quantifying gross human motion. Ph.D. thesis College of Health, Physical Education, and Recreation, Pemnsylvanit State university.

Winter, DA (1990) Bianeschwricr and motor centmi of the human movements A Willey-Intascien a Puplicatim, Join Willey a Sans, Inc.

Wood, GA (1982) Data smoothing and diffamtiatior procedure in biome panics. Ewriss and Sport Science Reviews. 10 R.LTutjung (ed.), American College of Sport Medicine, 308-362.

Thus, SLN and MSLN both reduce length variability to practically