Stability properties of the Newmark, Houbolt and Wilson θ methods
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[1] John C. Houbolt,et al. A Recurrence Matrix Solution for the Dynamic Response of Elastic Aircraft , 1950 .
[2] T. Hughes,et al. Collocation, dissipation and [overshoot] for time integration schemes in structural dynamics , 1978 .
[3] Edward L. Wilson,et al. A COMPUTER PROGRAM FOR THE DYNAMIC STRESS ANALYSIS OF UNDERGROUND STRUCTURES , 1968 .
[4] G. Dahlquist. On accuracy and unconditional stability of linear multistep methods for second order differential equations , 1978 .
[5] J. Lambert. Computational Methods in Ordinary Differential Equations , 1973 .
[6] C. W. Gear,et al. Numerical initial value problem~ in ordinary differential eqttations , 1971 .
[7] T. Belytschko,et al. Efficient large scale non‐linear transient analysis by finite elements , 1976 .
[8] W. L. Wood. On the Zienkiewicz four‐time‐level scheme for the numerical integration of vibration problems , 1977 .