导管架式海洋平台结构阻尼隔振体系及其减振效果分析  

Damping isolation system and its vibration-suppressed effectiveness analysis for offshore platform jacket structures

作　　者：欧进萍[1] 龙旭[1] 肖仪清[1] 吴斌[1] 

机构地区：[1]哈尔滨工业大学土木工程学院,黑龙江哈尔滨150090

出　　处：《地震工程与工程振动》2002年第3期115-122,共8页Earthquake Engineering and Engineering Dynamics

基　　金：国家自然科学基金重大资助项目 (5 9895 410 )

摘　　要：导管架式海洋平台结构是当前应用最广的一种平台结构形式。本文研究导管架式海洋平台结构阻尼隔振体系及其减振效果。针对导管架式海洋平台结构的型式与特点 ,为了充分发挥阻尼器的耗能减振作用 ,提出了在平台结构导管架端帽和甲板之间设置柔性阻尼层的新型阻尼隔振方案。针对渤海JZ2 0 2MUQ平台结构 ,建立了海洋平台结构阻尼隔振体系简化计算模型 ,研究了隔振层参数与结构阻尼比的关系以及它们对结构整体和隔振层层间相对位移的控制效果 ;进行了多种冰荷载工况和地震工况的数值模拟。结果表明 。Jacket is the most widely used offshore platform structural style. In this paper, damping isolation system and its vibration suppressed effectiveness analysis for offshore platform structures are studied. First of all, considering the style and character of jacket, a damping isolation scheme, in which the damping layer is laid between the jacket cap and deck is put forward for mitigating the response of offshore structure in dynamical load. Then, a simplified computational model of damping isolation systems is established for JZ20 2MUQ platform structure. The relationships between the parameter of isolation layer and structural damping ratio, including their vibration suppressed effect on the whole structure and the relative displacement of isolation layer are studied. Finally, the simulation analysis under several representative load case of ice and earthquake affairs is performed. The result shows that damping isolation scheme is effective in vibration suppression.

关 键 词：导管架式海洋平台结构 减振效果 阻尼隔振 冰激振动 地震作用 

分 类 号：P752[天文地球—海洋科学]