<p>n transient analysis, applying a dynamic load time history at a node while simultaneously considering ground motion involves a two-step process. Firstly, define the time history load and specify its magnitude, direction, and duration at the designated node. Secondly, incorporate the ground motion input using appropriate accelerograms or time histories that represent seismic activity.<ahref=”https://builditestimating.com/industrial-estimating-services/”>industrial Estimating Services </p>