张纪刚, 孙海超, 刘菲菲. The Comparative Analysis of Three Novel Offshore Platform’s Anti-vibration Performance[J]. 2017, 37(5): 802-808. DOI: 10.13409/j.cnki.jdpme.2017.05.016.
新型海洋平台三种抗振措施性能对比分析
摘要
海洋平台在海中经常受到海冰、地震等动荷载的作用
造成经济损失以及人员伤亡。以渤海JZ20-2导管架海洋平台为模型
分别在海洋平台加入支撑结构、斜撑结构以及钢管混凝土导管3种抗振措施
利用大型有限元软件ABAQUS模拟海冰、地震对海洋平台的作用进行动力时程分析
通过对海洋平台位移以及加速度反应对比分析
得出在冰荷载作用下
钢管混凝土导管控制海洋平台振动效果较好;在天津波作用下
斜撑结构减振效果最好
综合比较采用钢管混凝土导管是较好的抗振措施。
Abstract
Offshore platforms are main structure for marine petroleum and natural exploitation.During the service period
it’s not only subjected to dead load
but also subjected to wind load
wave impact
seismic load and other dynamic loads.These loads seriously threaten the safety and durability of platforms.Once the offshore platform damage occurs
it will cause huge casualties
economic losses and environmental pollutions.In this paper
ageneral FEM analysis program called ABAQUS is adopted to analyse the ability of platform to resist ice load and seismic load.Three kinds of structure types(support structure
braced structure
concrete-filled steel)have been proposed to discuss the energy dissipation by comparing the displacement and acceleration.The result shows that concrete-filled steel offshore platforms have good control and low cost and bracing platforms have the best damping effect in Tianjin ground motion.