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← Combination of optimal three-step composite time integration method with multi-point iterative methods for geometric nonlinear structural dynamics (Q6585182)

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The following pages link to Combination of optimal three-step composite time integration method with multi-point iterative methods for geometric nonlinear structural dynamics (Q6585182):

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Directly self-starting second-order explicit integration methods with dissipation control and adjustable bifurcation points for second-order initial value problems (Q6640011) (← links)

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