Structural Anti-seismic Analysis Of Frame Wharf

In order to more fully understand the dynamics behavior of river framework wharf and the provision of related engineering seismic reference checking, based on static analysis, two different methods of seismic response analysis for further study of river piers under seismic loading are conducted. .In this paper, in order to west transportation construction projects "river container terminal overhead vertical structure of the research of key technologies" and Chongqing, Hong Kong Container Terminal Cuntan a project-based, based on modal analysis, response spectrum analysis, multi-point shock analysis, the use of MIDAS framework of finite element software for container terminals in the structure of three-dimensional seismic response analysis. Container Terminal, through the framework of modal analysis of structures has been the structure of the vibration mode, natural frequency, while the use of response spectrum analysis and analysis of multi-support excitations in different directions traveling wave caused by seismic structure of the dynamic response of the piers and on traveling wave phase difference caused by dynamic response of the pier structure analysis and for dynamic properties and seismic response analysis of seismic performance Cuntan terminal and the anti-seismic measures.