A crucial finding from the study is that the 16-unit case showed very minimal and almost no darker red regions, indicating that the critical point of 200 GPa Yield Strength was not passed. This implies that the structure was able to withstand a significant amount of stress without yielding, making it a strong contender for applications where earthquake resistance is a primary concern. from over 1,000 nodes have been identified, with many of the 1,000 nodes being in regions of smaller rates of change. In 6a and 6b, an identifiable trend line for the regions of the "hourglass"/ "honeycomb" structure is seen, specifically in the two cases of the extremity: 2-unit and 16-unit. However, observing closely, it is paramount to understand that the 8-unit case has much larger effective stress values in general, as there is a maximum of 5 v-m for the 8-unit case while there is merely a 2.5 v-m maximum for the 16-unit case, effectively halving the stress present. This shows that the 8-unit case constitutes a large amount of stress, while also having the stress concentrated through the material, rather than in the geometric structure. This eventually led to the failure of the 8-unit case prematurely, showcasing it as a non-ideal long-term impact resistance structure, but aided by the energy analysis, the 8-unit case can fracture easily while absorbing larger amounts of energy.