Analysis of stiff systems via single step method of block pulse functions

Abstract
The single step method of block pulse functions (b.p.f.) is successfully applied to the analysis of stiff systems. The efficiency of the new method has been demonstrated by considering a few standard examples. The present method is proved to be better than the Runge-Kutta method. It has been found that the new approximate solution becomes extremely close to exact solution when the step length is decreased

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