📢 To check the entire series, click here

• [Part 1. Modal method] Easy Guide to Considering Initial Load in Boundary Nonlinear Time History Analysis

• [Part 2. Direct Integration method] Easy Guide to Considering Initial Load in Boundary Nonlinear Time History Analysis

• [Part 3. Damping method] Easy Guide to Considering Initial Load in Boundary Nonlinear Time History Analysis

In MIDAS CIVIL, elements with nonlinear properties such as seismic isolation, vibration control bearings, and dampers can be represented in the analysis model with the General Link option.