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Seismic Response Analysis of Shaft for Nanjing Changjiang Immersed Tube Tunnel

Yu Xinjie\ Zhang Hongru (College of Civil Engineering and Architecture, Northern Jiaotong University,Beijing 100044) Wang Fengchao (Department of Civil Engineering and Architecture, Sanming University, Fujian 365004)  
Through the analysis for the shaft of Nanjing Changjiang immersed tube tunnel, the finite element model was established, and then the finite element analysis software SuperSap is used to calculate the maximum moments and shears of the shaft and each plate of the shaft. The position of the maximum value is also obtained. These results can be used to direct the structural design. The paper will be of great importance to the construction of Nanjing Changjiang immersed tube tunnel
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