通过对寸滩集装箱码头结构抗震反应有限元数值模型分析,详细计算了码头结构在地震作用下的动位移及各构件的内力情况,通过对计算结果的比较分析来评价结构的整体动力工作效应。从而验证和优化工程设计以及为相关设计积累设计经验,进一步掌握了架空直立式集装箱码头的动力承载性状。
Based on the structural seismic response analysis of finite element numerical model in the Cuntan Container Wharf,we calculated in detail the dynamic displacement and internal force of the wharf structure in the earthquake,and evaluate the overall dynamic force effect of the structure through a comparative analysis of the calculation results so as to verify and optimize the engineering design and accumulate experience for related design,and thus grasp further the traits of overhead-erected container wharf and promote this advanced wharf type to other areas.