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Linear one step methods of a novel design are given for the numerical solution of stiff systems of ordinary differential equations. These methods permit fast integration with increments h of the independent variable adjusted to the slowly varying, dominant solutions. The integration formulas owe their efficiency to combining a reasonable order of accuracy for h → 0 with a precise simulation of specific rapidly varying solutions, and with A-stability in the sense of Dahlquist.
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Liniger et al. (1970) studied this question.
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