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Shock and Vibration
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2021
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Article
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Tab 3
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Research Article
Two-Step Unconditionally Stable Noniterative Dissipative Displacement Method for Analysis of Nonlinear Structural Dynamics Problems
Table 3
Maximum displacement and velocity responses’ errors of the 200th DOF when
= 200.
CAA
CQ-2
x
KR-
0.00331
0.00284
0.03117
0.00283
0.00289
0.00603
0.00553
0.03454
0.02955
0.03537