Multi-supported excitations analysis of framed container wharf

Based on the structural multi-supported excitations response analysis of finite element numerical model in Cuntan container wharf,we calculated in detail the moving displacement of wharf structure and the internal force of members under the action of the earthquake.Through the comparative analysis of the calculation results,we evaluated the structure's overall dynamic force effect,so as to verify and optimize the engineering design and meanwhile accumulate relative experience.Moreover,we can master further the dynamic loading property of the container wharf through the analysis.This advanced wharf type is worthy of popularizing to other parts.