Performance of a Three-Substep Time Integration Method on Structural Nonlinear Seismic Analysis

<div>The displacement results of point A and its relative error from various methods. (a) Displacement results of 8–10 s. (b) The relative error results of displacement of 8–10 s.</div>

Mathematical Problems in Engineering

fig30

Figure 30

Figure 30: Performance of a Three-Substep Time Integration Method on Structural Nonlinear Seismic Analysis 